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José M Gómez-Soberón | Universitat Politecnica de Catalunya - Academia.edu

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class="ds2-5-heading-sans-serif-sm">José M Gómez-Soberón</h1><div class="affiliations-container fake-truncate js-profile-affiliations"><div><a class="u-tcGrayDarker" href="https://upc.academia.edu/">Universitat Politecnica de Catalunya</a>, <a class="u-tcGrayDarker" href="https://upc.academia.edu/Departments/Department_of_Architectural_Technology_II/Documents">Department of Architectural Technology II</a>, <span class="u-tcGrayDarker">Faculty Member</span></div></div></div></div><div class="sidebar-cta-container"><button class="ds2-5-button hidden profile-cta-button grow js-profile-follow-button" data-broccoli-component="user-info.follow-button" data-click-track="profile-user-info-follow-button" data-follow-user-fname="José" data-follow-user-id="46214624" data-follow-user-source="profile_button" data-has-google="false"><span class="material-symbols-outlined" style="font-size: 20px" translate="no">add</span>Follow</button><button class="ds2-5-button hidden profile-cta-button grow 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class="data"><span class="js-profile-view-count"></span></p></div></span></div><div class="ri-section"><div class="ri-section-header"><span>Interests</span></div><div class="ri-tags-container"><a data-click-track="profile-user-info-expand-research-interests" data-has-card-for-ri-list="46214624" href="https://www.academia.edu/Documents/in/Cultural_Heritage_Management"><div id="js-react-on-rails-context" style="display:none" data-rails-context="{&quot;inMailer&quot;:false,&quot;i18nLocale&quot;:&quot;en&quot;,&quot;i18nDefaultLocale&quot;:&quot;en&quot;,&quot;href&quot;:&quot;https://upc.academia.edu/JoseManuelGomezSoberon&quot;,&quot;location&quot;:&quot;/JoseManuelGomezSoberon&quot;,&quot;scheme&quot;:&quot;https&quot;,&quot;host&quot;:&quot;upc.academia.edu&quot;,&quot;port&quot;:null,&quot;pathname&quot;:&quot;/JoseManuelGomezSoberon&quot;,&quot;search&quot;:null,&quot;httpAcceptLanguage&quot;:null,&quot;serverSide&quot;:false}"></div> <div class="js-react-on-rails-component" 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href="https://www.academia.edu/Documents/in/Recycled_Concrete_Aggregate"><div class="js-react-on-rails-component" style="display:none" data-component-name="Pill" data-props="{&quot;color&quot;:&quot;gray&quot;,&quot;children&quot;:[&quot;Recycled Concrete Aggregate&quot;]}" data-trace="false" data-dom-id="Pill-react-component-d5c7815c-617a-42e8-8d77-53b312a60c11"></div> <div id="Pill-react-component-d5c7815c-617a-42e8-8d77-53b312a60c11"></div> </a><a data-click-track="profile-user-info-expand-research-interests" data-has-card-for-ri-list="46214624" href="https://www.academia.edu/Documents/in/Construction_and_Demoliton_Wastes"><div class="js-react-on-rails-component" style="display:none" data-component-name="Pill" data-props="{&quot;color&quot;:&quot;gray&quot;,&quot;children&quot;:[&quot;Construction and Demoliton Wastes&quot;]}" data-trace="false" data-dom-id="Pill-react-component-d85d83a9-fe4e-4a81-b000-0e01fb08d2f3"></div> <div 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id="social-redesign-work-container"><div class="upload-header"><h2 class="ds2-5-heading-sans-serif-xs">Uploads</h2></div><div class="documents-container backbone-social-profile-documents" style="width: 100%;"><div class="u-taCenter"></div><div class="profile--tab_content_container js-tab-pane tab-pane active" id="all"><div class="profile--tab_heading_container js-section-heading" data-section="Papers" id="Papers"><h3 class="profile--tab_heading_container">Papers by José M Gómez-Soberón</h3></div><div class="js-work-strip profile--work_container" data-work-id="108305341"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305341/Metamorphosis_in_the_Porosity_of_Recycled_Concretes_Through_the_Use_of_a_Recycled_Polyethylene_Terephthalate_PET_Additive_Correlations_between_the_Porous_Network_and_Concrete_Properties"><img alt="Research paper thumbnail of Metamorphosis in the Porosity of Recycled Concretes Through the Use of a Recycled Polyethylene Terephthalate (PET) Additive. Correlations between the Porous Network and Concrete Properties" class="work-thumbnail" src="https://attachments.academia-assets.com/106724635/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305341/Metamorphosis_in_the_Porosity_of_Recycled_Concretes_Through_the_Use_of_a_Recycled_Polyethylene_Terephthalate_PET_Additive_Correlations_between_the_Porous_Network_and_Concrete_Properties">Metamorphosis in the Porosity of Recycled Concretes Through the Use of a Recycled Polyethylene Terephthalate (PET) Additive. Correlations between the Porous Network and Concrete Properties</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Feb 14, 2017</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="f0ee9cdeb549c6395792e4beb3056e25" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724635,&quot;asset_id&quot;:108305341,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724635/download_file?st=MTczMjc3MjY1OSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305341"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305341"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305341; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305341]").text(description); $(".js-view-count[data-work-id=108305341]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305341; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305341']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305341, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "f0ee9cdeb549c6395792e4beb3056e25" } } $('.js-work-strip[data-work-id=108305341]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305341,"title":"Metamorphosis in the Porosity of Recycled Concretes Through the Use of a Recycled Polyethylene Terephthalate (PET) Additive. 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data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305340/New_Concrete_Additive_by_Chemical_Recycling_of_Pet">New Concrete Additive by Chemical Recycling of Pet</a></div><div class="wp-workCard_item"><span>DOAJ (DOAJ: Directory of Open Access Journals)</span><span>, Sep 1, 2014</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Due to the problem that represents the accelerated production of waste from the consumption of po...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305340"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305340"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305340; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305340]").text(description); $(".js-view-count[data-work-id=108305340]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305340; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305340']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305340, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=108305340]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305340,"title":"New Concrete Additive by Chemical Recycling of Pet","translated_title":"","metadata":{"abstract":"Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.","publisher":"DOAJ: Directory of Open Access Journals","publication_date":{"day":1,"month":9,"year":2014,"errors":{}},"publication_name":"DOAJ (DOAJ: Directory of Open Access Journals)"},"translated_abstract":"Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.","internal_url":"https://www.academia.edu/108305340/New_Concrete_Additive_by_Chemical_Recycling_of_Pet","translated_internal_url":"","created_at":"2023-10-18T07:16:26.949-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"New_Concrete_Additive_by_Chemical_Recycling_of_Pet","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[],"research_interests":[{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":185242,"name":"Raw Material","url":"https://www.academia.edu/Documents/in/Raw_Material"},{"id":324125,"name":"Polyester","url":"https://www.academia.edu/Documents/in/Polyester"},{"id":416536,"name":"Science Technology","url":"https://www.academia.edu/Documents/in/Science_Technology"},{"id":888111,"name":"Polyethylene terephthalate","url":"https://www.academia.edu/Documents/in/Polyethylene_terephthalate"}],"urls":[{"id":34825089,"url":"https://doaj.org/article/fee26cdd7214474c97a5f5dd42313c6a"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305339"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials"><img alt="Research paper thumbnail of Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials" class="work-thumbnail" src="https://attachments.academia-assets.com/106724658/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials">Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials</a></div><div class="wp-workCard_item"><span>International Journal of Electrochemical Science</span><span>, Feb 1, 2012</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="dced730cdee5701c4c88299d5dad1bd4" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724658,&quot;asset_id&quot;:108305339,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305339"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305339"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305339; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305339]").text(description); $(".js-view-count[data-work-id=108305339]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305339; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305339']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305339, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "dced730cdee5701c4c88299d5dad1bd4" } } $('.js-work-strip[data-work-id=108305339]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305339,"title":"Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials","translated_title":"","metadata":{"publisher":"Electrochemical Science Group","grobid_abstract":"Because of the significant environmental impact that the concrete production causes, and as sustainability contribution for this industry; presently some improvements are being implemented in its durability and its components are been replaced for alternative recyclable materials. Concrete carbonation is one of the main causes of reinforcement electrochemical corrosion. Coarse Recycled Concrete Aggregates (RCA) and Supplementary Cementing Materials (SCM) such as fly ash and silica fume were used to produce durable and environmentally friendly concrete and for the evaluation of its carbonation depth and carbonation-induced reinforcement corrosion when it is exposed to accelerated conditions. The depth of carbonation was observed by spraying a phenolphthalein solution on the fresh broken concrete surface. The corrosion rates of steel embedded in these concretes have been measured by the lineal polarization resistance technique. The results indicate that to use RCA and SCM increase the carbonation depth and corrosion current density.","publication_date":{"day":1,"month":2,"year":2012,"errors":{}},"publication_name":"International Journal of Electrochemical Science","grobid_abstract_attachment_id":106724658},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials","translated_internal_url":"","created_at":"2023-10-18T07:16:26.745-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724658,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724658/thumbnails/1.jpg","file_name":"Carbonation_20Rate_20and_20Reinforcing.pdf","download_url":"https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Carbonation_Rate_and_Reinforcing_Steel_C.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724658/Carbonation_20Rate_20and_20Reinforcing-libre.pdf?1697639510=\u0026response-content-disposition=attachment%3B+filename%3DCarbonation_Rate_and_Reinforcing_Steel_C.pdf\u0026Expires=1732776260\u0026Signature=RVE3LjRYeCCMgs6Opzyu6ym~223r7kVyS4ZZP5-F9QI~j64S~hzjlOWvT3Ifp3NaD6TDoS~oFw9trnoZ0vKa~bWeW2n~84GCM~QwHzpzlFSBqbnkiyBA2ZMDiEbPZ5NbOYh4SjsZY0V9p1-~yqg5G9V6dB3g-vCV0WkzNF4oOwYISUwk1w6gtUAHB4gkfB-oDUy5fwxUoN8RBLokpNeK9D0-a0aIbltkXjEoNrnxNs-P73-jSTkwHaFCq28ldnnV4cooaWIEnuSXB~Y5bZo9vAuU9zkxEQEZ2ev4xXAcMSofWITkh-sKgNUWovqfaFy3~4fsbPS~2zH3DDSUyDDvYg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials","translated_slug":"","page_count":9,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724658,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724658/thumbnails/1.jpg","file_name":"Carbonation_20Rate_20and_20Reinforcing.pdf","download_url":"https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Carbonation_Rate_and_Reinforcing_Steel_C.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724658/Carbonation_20Rate_20and_20Reinforcing-libre.pdf?1697639510=\u0026response-content-disposition=attachment%3B+filename%3DCarbonation_Rate_and_Reinforcing_Steel_C.pdf\u0026Expires=1732776260\u0026Signature=RVE3LjRYeCCMgs6Opzyu6ym~223r7kVyS4ZZP5-F9QI~j64S~hzjlOWvT3Ifp3NaD6TDoS~oFw9trnoZ0vKa~bWeW2n~84GCM~QwHzpzlFSBqbnkiyBA2ZMDiEbPZ5NbOYh4SjsZY0V9p1-~yqg5G9V6dB3g-vCV0WkzNF4oOwYISUwk1w6gtUAHB4gkfB-oDUy5fwxUoN8RBLokpNeK9D0-a0aIbltkXjEoNrnxNs-P73-jSTkwHaFCq28ldnnV4cooaWIEnuSXB~Y5bZo9vAuU9zkxEQEZ2ev4xXAcMSofWITkh-sKgNUWovqfaFy3~4fsbPS~2zH3DDSUyDDvYg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering"},{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":523,"name":"Chemistry","url":"https://www.academia.edu/Documents/in/Chemistry"},{"id":6309,"name":"Metallurgy","url":"https://www.academia.edu/Documents/in/Metallurgy"},{"id":27537,"name":"Corrosion","url":"https://www.academia.edu/Documents/in/Corrosion"},{"id":133175,"name":"Durability","url":"https://www.academia.edu/Documents/in/Durability"},{"id":416962,"name":"Concrete Corrosion","url":"https://www.academia.edu/Documents/in/Concrete_Corrosion"},{"id":801613,"name":"Carbonation","url":"https://www.academia.edu/Documents/in/Carbonation"}],"urls":[{"id":34825088,"url":"https://doi.org/10.1016/s1452-3981(23)13438-9"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305338"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305338/Analysis_of_the_Physicochemical_and_Mineralogical_Properties_of_the_Materials_Used_in_the_Preparation_of_Recoblocks"><img alt="Research paper thumbnail of Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks" class="work-thumbnail" src="https://attachments.academia-assets.com/106724636/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305338/Analysis_of_the_Physicochemical_and_Mineralogical_Properties_of_the_Materials_Used_in_the_Preparation_of_Recoblocks">Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Aug 17, 2020</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="141773b54ae48bb15c6645d12a7a4699" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724636,&quot;asset_id&quot;:108305338,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724636/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305338"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305338"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305338; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305338]").text(description); $(".js-view-count[data-work-id=108305338]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305338; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305338']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305338, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "141773b54ae48bb15c6645d12a7a4699" } } $('.js-work-strip[data-work-id=108305338]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305338,"title":"Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"The construction sector generates 14,000 t/d of construction waste in Mexico City, these materials do not have real applications and end up accumulating in landfills. This work, the objective of which was to analyze the physicochemical and mineralogical properties of soil and construction waste used in the manufacture of Recoblocks, is divided in five stages. First, the excavation material was submitted to field tests. Physical and chemical tests were then carried out on construction waste. Subsequently, the optimal mixture for making Recoblocks was determined. Next, Recoblocks were evaluated and compared with blocks made with water only, without mucilage of Opuntia ficus, and finally a feasibility study was performed. The X-ray diffraction study showed the presence of plagioclase, minerals that improve bending resistance, hardness, durability, as well as resistance to stress in a material. Compared to blocks manufactured without mucilage, the use of Opuntia ficus mucilage increased the compressive strength of the material by 59%, as well as the erodibility. Recoblocks are an environmentally friendly option because they are based on recycled materials, dried under the sun, which eliminates the use of brick oven. 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Experimental analysis to obtain the shrinkage properties (basic and dried) of the concrete containing recycled concrete aggregate (CRCA) was performed. The percentages of replacement of natural aggregate with RCA were 0%, 15%, 30%, 60% and 100% with test conditions of 50% RH and 20°C. The results of these trials are compared with reference concrete tests, at an age of 270 days. The results demonstrated an increase in the shrinkage of the CRCA that is proportional to the amount of RCA used as a replacement for the natural aggregate. 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class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305334/Porosity_of_recycled_concrete_with_substitution_of_recycled_concrete_aggregate">Porosity of recycled concrete with substitution of recycled concrete aggregate</a></div><div class="wp-workCard_item"><span>Cement and Concrete Research</span><span>, Aug 1, 2002</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="eb75cbaf6240e54033c91b48846f1204" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724628,&quot;asset_id&quot;:108305334,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724628/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa 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})(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "eb75cbaf6240e54033c91b48846f1204" } } $('.js-work-strip[data-work-id=108305334]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305334,"title":"Porosity of recycled concrete with substitution of recycled concrete aggregate","translated_title":"","metadata":{"publisher":"Elsevier BV","grobid_abstract":"In this paper, we present the experimental analysis of samples of recycled concrete (RC) with replacement of natural aggregate (NA) by recycled aggregate originating from concrete (RCA). The results of the tests of mechanical properties of RC were used for comparison with tests of mercury intrusion porosimetry (MIP), in which the distribution of the theoretical pore radius, critical pore ratio, the surface area of the concrete, threshold ratio and average pore radius were studied at ages of 7, 28 and 90 days. The results showed some variation in the properties of the RC with respect to ordinary concrete. Porosity increases considerably when NA is replaced by RCA. 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hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates"><img alt="Research paper thumbnail of Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates" class="work-thumbnail" src="https://attachments.academia-assets.com/106724626/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates">Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates</a></div><div class="wp-workCard_item"><span>Periodica Polytechnica-civil Engineering</span><span>, Nov 28, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="28a2a36275993c587b09f786de1e9883" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724626,&quot;asset_id&quot;:108305332,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305332"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa 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$('.js-work-strip[data-work-id=108305332]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305332,"title":"Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates","translated_title":"","metadata":{"publisher":"Budapest University of Technology and Economics","grobid_abstract":"As the natural resources needed for the construction sector are limited, new practices are being adopted for the management of waste generated nowadays, including the use of construction and demolition waste as aggregates for concrete and mortar. Considering the different typologies in construction wastes, ceramics are the second most representative material; therefore it is important to validate their feasibility as a total or partial replacement of natural aggregates. This work presents a study of the properties in fresh state (consistency, density and air content) of mortars containing aggregates obtained from recycled ceramics, and their influence on the subsequent properties in the hardened state. A statistical analysis of experimental data was carried out by establishing regression coefficients, and then a triple-entry graph was obtained, allowing the different properties of mortars to be easily linked and simplifying the prediction of the relationships they will present since the mixture design phase.","publication_date":{"day":28,"month":11,"year":2016,"errors":{}},"publication_name":"Periodica Polytechnica-civil Engineering","grobid_abstract_attachment_id":106724626},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates","translated_internal_url":"","created_at":"2023-10-18T07:16:25.176-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724626,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724626/thumbnails/1.jpg","file_name":"7205.pdf","download_url":"https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Implementation_of_Interaction_Diagram_of.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724626/7205-libre.pdf?1697639523=\u0026response-content-disposition=attachment%3B+filename%3DImplementation_of_Interaction_Diagram_of.pdf\u0026Expires=1732776260\u0026Signature=f5JNRZ3VL6zSx5d~Rv3t2gy69cOulTzOaZ3hW5EiuLr8tH~H4imf1SB5aRmVPLVaIRFHcIBKDGBpaV1eF1-qB6aknDUs-Q1NLutFgU1tjKPF0ryd4papqMbW9G8WK4JSfSnulpUN0ED2VPFiKLJfaj-t4~Bk-Kq8Edq5ixqeregQqf3oWZlWK1FLf3Bdq6j7lVGReuIxsGeA6zQsFMxO7qdJtLZw-fOng0k2rnD5lIciHw2redP0CeUljRWo9WpYadxQ4EuullXmt5aD4FxGxUw4sC4LIp7NeUbytYDElGIVOzeHEobWN7VfsrFW~rWXWyu0P6MN3InfIA4E~IOBdQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates","translated_slug":"","page_count":6,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724626,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724626/thumbnails/1.jpg","file_name":"7205.pdf","download_url":"https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Implementation_of_Interaction_Diagram_of.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724626/7205-libre.pdf?1697639523=\u0026response-content-disposition=attachment%3B+filename%3DImplementation_of_Interaction_Diagram_of.pdf\u0026Expires=1732776260\u0026Signature=f5JNRZ3VL6zSx5d~Rv3t2gy69cOulTzOaZ3hW5EiuLr8tH~H4imf1SB5aRmVPLVaIRFHcIBKDGBpaV1eF1-qB6aknDUs-Q1NLutFgU1tjKPF0ryd4papqMbW9G8WK4JSfSnulpUN0ED2VPFiKLJfaj-t4~Bk-Kq8Edq5ixqeregQqf3oWZlWK1FLf3Bdq6j7lVGReuIxsGeA6zQsFMxO7qdJtLZw-fOng0k2rnD5lIciHw2redP0CeUljRWo9WpYadxQ4EuullXmt5aD4FxGxUw4sC4LIp7NeUbytYDElGIVOzeHEobWN7VfsrFW~rWXWyu0P6MN3InfIA4E~IOBdQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":11747,"name":"Sustainable materials","url":"https://www.academia.edu/Documents/in/Sustainable_materials"},{"id":189405,"name":"Ceramic","url":"https://www.academia.edu/Documents/in/Ceramic"},{"id":553594,"name":"Mortar","url":"https://www.academia.edu/Documents/in/Mortar"},{"id":2607459,"name":"Recycled mortars","url":"https://www.academia.edu/Documents/in/Recycled_mortars"},{"id":3198118,"name":"Demolition Waste","url":"https://www.academia.edu/Documents/in/Demolition_Waste"}],"urls":[{"id":34825081,"url":"https://pp.bme.hu/ci/article/download/9651/7205"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305331"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305331/Fresh_State_Properties_of_Mortars_with_Recycled_Glass_Aggregates_Global_Unification_of_Behavior"><img alt="Research paper thumbnail of Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior" class="work-thumbnail" src="https://attachments.academia-assets.com/106724625/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305331/Fresh_State_Properties_of_Mortars_with_Recycled_Glass_Aggregates_Global_Unification_of_Behavior">Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior</a></div><div class="wp-workCard_item"><span>Advances in Materials Science and Engineering</span><span>, Sep 25, 2018</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="84840d32f6ade3e340c049a194791b98" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724625,&quot;asset_id&quot;:108305331,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724625/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305331"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305331"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305331; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305331]").text(description); $(".js-view-count[data-work-id=108305331]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305331; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305331']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305331, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "84840d32f6ade3e340c049a194791b98" } } $('.js-work-strip[data-work-id=108305331]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305331,"title":"Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior","translated_title":"","metadata":{"publisher":"Hindawi Publishing Corporation","grobid_abstract":"Due to the current problems related to the generation of diverse wastes and the extraction of nonrenewable materials to be used in the construction sector, the alternative use of waste glass could be a sustainable option with environmental and economic benefits, in case of being feasible its use as a replacement of the usual aggregates to manufacture recycled mortars. In this research, one presents a study of the fresh-state properties of the mortars containing 15, 30, 60, and 100% recycled glass aggregates as a replacement for the usual aggregate, providing the experimental results of consistency, density, and air content. Using the experimental results, and by means of a numerical and statistical analysis of these, a diagram of triple interaction that allows us to unify the behavior of the studied properties is constituted; making feasible with this, the prediction of the behavior of these properties with respect to variables as their ratio water/cement, aggregate/cement, and different percentages of replacement of aggregates.","publication_date":{"day":25,"month":9,"year":2018,"errors":{}},"publication_name":"Advances in Materials Science and 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data-work-id="108305330"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete"><img alt="Research paper thumbnail of Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete" class="work-thumbnail" src="https://attachments.academia-assets.com/106724623/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete">Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete</a></div><div class="wp-workCard_item"><span>Cement, concrete and aggregates</span><span>, 2003</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="40c27ce29e7a1cc2de8b129e0047218b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724623,&quot;asset_id&quot;:108305330,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305330"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa 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$('.js-work-strip[data-work-id=108305330]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305330,"title":"Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete","translated_title":"","metadata":{"publisher":"ASM International","grobid_abstract":"In this work, it is described an experimental analysis of specimens of recycled concrete (RC) with replacement of natural aggregate with recycled aggregate originating from concrete (RCA). An experimental analysis to obtain the shrinkage and creep properties (basic and by drying) of RC was carried out. The replacement fraction of natural aggregate with RCA were 0%, 15%, 30%, 60% and 100% and the test conditions were 50% RH and 20 °C. The results of these trials were compared with mercury intrusion porosimetry tests (MIP) and gas adsorption (nitrogen), at 90 days. In the results, an increase in the shrinkage and creep properties of the RC with respect to conventional concrete was observed, while porosity values increased. However, the deformation evolution in the time is similar to conventional concrete.","publication_date":{"day":null,"month":null,"year":2003,"errors":{}},"publication_name":"Cement, concrete and aggregates","grobid_abstract_attachment_id":106724623},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete","translated_internal_url":"","created_at":"2023-10-18T07:16:24.760-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724623,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724623/thumbnails/1.jpg","file_name":"Articulo_20final.pdf","download_url":"https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Relationship_Between_Gas_Adsorption_and.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724623/Articulo_20final-libre.pdf?1697639518=\u0026response-content-disposition=attachment%3B+filename%3DRelationship_Between_Gas_Adsorption_and.pdf\u0026Expires=1732776260\u0026Signature=JDmDeSFO3vb85jdw0-A7LFCgtgB2n3FW4dL0cHoWKwyYKy6Ba05891JHKGPShfEOgv3FwQK~SDEPTXMhP4MmB-AfHJQB5mD3eo5Bau08W1bTmm-6BDd9hbf3arK0xX8Zis~yXCKOF~HUtwwHUaCNaQ4mUx48xtAc1WIPrU~umH0-dQMfTnTIAN4A0jnaq8SoZZLM7H-IPUJqwVDE0BHfFGid1W7wMY1C~l~7-GpOPoGxBwB2kyDC77hWUpBRxM6CJE6i0d23Otr0PhfqCIgvDg1Xfb1Xz2Q1W20xFYrhGSF27b~5r6ITDtnsFX8mDgGYI8Wd7zUS3W8nBia~pTI0Dg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete","translated_slug":"","page_count":22,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724623,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724623/thumbnails/1.jpg","file_name":"Articulo_20final.pdf","download_url":"https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Relationship_Between_Gas_Adsorption_and.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724623/Articulo_20final-libre.pdf?1697639518=\u0026response-content-disposition=attachment%3B+filename%3DRelationship_Between_Gas_Adsorption_and.pdf\u0026Expires=1732776260\u0026Signature=JDmDeSFO3vb85jdw0-A7LFCgtgB2n3FW4dL0cHoWKwyYKy6Ba05891JHKGPShfEOgv3FwQK~SDEPTXMhP4MmB-AfHJQB5mD3eo5Bau08W1bTmm-6BDd9hbf3arK0xX8Zis~yXCKOF~HUtwwHUaCNaQ4mUx48xtAc1WIPrU~umH0-dQMfTnTIAN4A0jnaq8SoZZLM7H-IPUJqwVDE0BHfFGid1W7wMY1C~l~7-GpOPoGxBwB2kyDC77hWUpBRxM6CJE6i0d23Otr0PhfqCIgvDg1Xfb1Xz2Q1W20xFYrhGSF27b~5r6ITDtnsFX8mDgGYI8Wd7zUS3W8nBia~pTI0Dg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":56351,"name":"Creep","url":"https://www.academia.edu/Documents/in/Creep"},{"id":68315,"name":"Porosity","url":"https://www.academia.edu/Documents/in/Porosity"},{"id":169323,"name":"Composite Material","url":"https://www.academia.edu/Documents/in/Composite_Material"},{"id":798615,"name":"Shrinkage","url":"https://www.academia.edu/Documents/in/Shrinkage"},{"id":1134869,"name":"Recycling Concrete","url":"https://www.academia.edu/Documents/in/Recycling_Concrete"},{"id":1423489,"name":"Porosimetry","url":"https://www.academia.edu/Documents/in/Porosimetry"},{"id":2332997,"name":"Mercury Intrusion Porosimetry","url":"https://www.academia.edu/Documents/in/Mercury_Intrusion_Porosimetry"}],"urls":[{"id":34825079,"url":"https://upcommons.upc.edu/bitstream/2117/6482/1/Articulo%20final.pdf"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305329"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement"><img alt="Research paper thumbnail of Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement" class="work-thumbnail" src="https://attachments.academia-assets.com/106724657/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement">Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement</a></div><div class="wp-workCard_item"><span>International Journal of Civil Engineering</span><span>, Sep 26, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="aa3c1d89608c8c5264cfadb1cea5d586" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724657,&quot;asset_id&quot;:108305329,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305329"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305329"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305329; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "aa3c1d89608c8c5264cfadb1cea5d586" } } $('.js-work-strip[data-work-id=108305329]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305329,"title":"Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement","translated_title":"","metadata":{"publisher":"Springer Science+Business Media","grobid_abstract":"As a result of the large quantities of glass residues being generated, research is currently underway for efficient, economic and eco-friendly alternatives, among them the incorporation of recycled glass in mortar as a substitute for natural sand; this work has researched and studied recycled glass substitutions of 0, 15, 30, 60 and 100 %. A basic characterization of both sands was carried out with the aim of comparing both materials (granulometric profiles, density and absorption). Compressive and flexural strength were studied with regard to the mechanical behavior of the mortar in question; regarding deformation, the basic, drying and total shrinkage were determined. The results of the research show that the recycled glass sands are less dense than the standard sand used, and the latter has a higher absorption coefficient. With regard to compressive and flexural strength, the mortars with recycled glass reported lower resistance than the natural sand mortars, with the 15 % recycled glass combination being the closest to the natural mortar. On the other hand, in the case of deformation due to drying shrinkage (the most significant), the recycled mortars showed even more favorable results than the natural mortar; the 100 % glass content had the lowest shrinkage rate in the experimental phase. The study concludes that mortars with 15 % recycled sand may feasibly be used in applications with low mechanical requirements, with their low rates of shrinkage deformation being an additional advantage.","publication_date":{"day":26,"month":9,"year":2016,"errors":{}},"publication_name":"International Journal of Civil Engineering","grobid_abstract_attachment_id":106724657},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement","translated_internal_url":"","created_at":"2023-10-18T07:16:24.548-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724657,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724657/thumbnails/1.jpg","file_name":"s40999-016-0071-920231018-1-g8kkz0.pdf","download_url":"https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Mechanical_and_Basic_Deformation_Propert.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724657/s40999-016-0071-920231018-1-g8kkz0-libre.pdf?1697639515=\u0026response-content-disposition=attachment%3B+filename%3DMechanical_and_Basic_Deformation_Propert.pdf\u0026Expires=1732776260\u0026Signature=RozsqjsrpdSCNP7iMqtlUpfEm8zi~tTVvqu8CEVZkjRsgHfQaSLpY9QgPt9iG-9Qoh0j~3E~eVhPzLlpdWLxw5rprg6h45YC8~AtnaPlgHxlCR8P-sNWZuq~CxuIjUw5uXhypKMo5AjeBWkOshuVYcGcCq8CrOtK1pEhlxzUzHQn11HLWPBZqsCgA3nSdn4UJBUa-1LCE61LTayMdepMeNT2v0S3g8lxR1E6vrshg0iXsSk2up~aBCYnZdefJBepEwGD6C0MxutMD9MbmEPn8M6GeA3vL39Y1eVN7EaB-ewelMYdNuQUE6eT1HUNqWttesPhu5a3vbLGn36ABGHoXA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement","translated_slug":"","page_count":15,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724657,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724657/thumbnails/1.jpg","file_name":"s40999-016-0071-920231018-1-g8kkz0.pdf","download_url":"https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Mechanical_and_Basic_Deformation_Propert.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724657/s40999-016-0071-920231018-1-g8kkz0-libre.pdf?1697639515=\u0026response-content-disposition=attachment%3B+filename%3DMechanical_and_Basic_Deformation_Propert.pdf\u0026Expires=1732776260\u0026Signature=RozsqjsrpdSCNP7iMqtlUpfEm8zi~tTVvqu8CEVZkjRsgHfQaSLpY9QgPt9iG-9Qoh0j~3E~eVhPzLlpdWLxw5rprg6h45YC8~AtnaPlgHxlCR8P-sNWZuq~CxuIjUw5uXhypKMo5AjeBWkOshuVYcGcCq8CrOtK1pEhlxzUzHQn11HLWPBZqsCgA3nSdn4UJBUa-1LCE61LTayMdepMeNT2v0S3g8lxR1E6vrshg0iXsSk2up~aBCYnZdefJBepEwGD6C0MxutMD9MbmEPn8M6GeA3vL39Y1eVN7EaB-ewelMYdNuQUE6eT1HUNqWttesPhu5a3vbLGn36ABGHoXA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":7742,"name":"Glass","url":"https://www.academia.edu/Documents/in/Glass"},{"id":97641,"name":"Compressive Strength","url":"https://www.academia.edu/Documents/in/Compressive_Strength"},{"id":169323,"name":"Composite Material","url":"https://www.academia.edu/Documents/in/Composite_Material"},{"id":239252,"name":"Flexural Strength","url":"https://www.academia.edu/Documents/in/Flexural_Strength"},{"id":350162,"name":"SAND","url":"https://www.academia.edu/Documents/in/SAND"},{"id":498267,"name":"Sustainability in construction industry","url":"https://www.academia.edu/Documents/in/Sustainability_in_construction_industry"},{"id":553594,"name":"Mortar","url":"https://www.academia.edu/Documents/in/Mortar"},{"id":608100,"name":"Glass recycling","url":"https://www.academia.edu/Documents/in/Glass_recycling"},{"id":798615,"name":"Shrinkage","url":"https://www.academia.edu/Documents/in/Shrinkage"},{"id":2607459,"name":"Recycled mortars","url":"https://www.academia.edu/Documents/in/Recycled_mortars"}],"urls":[{"id":34825078,"url":"https://doi.org/10.1007/s40999-016-0071-9"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305328"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305328/Physicochemical_Mineralogical_and_Microscopic_Evaluation_of_Sustainable_Bricks_Manufactured_with_Construction_Wastes"><img alt="Research paper thumbnail of Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes" class="work-thumbnail" src="https://attachments.academia-assets.com/106724627/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305328/Physicochemical_Mineralogical_and_Microscopic_Evaluation_of_Sustainable_Bricks_Manufactured_with_Construction_Wastes">Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes</a></div><div class="wp-workCard_item"><span>Applied sciences</span><span>, Sep 30, 2017</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="8f34b3445ecbaf74fd4857deaed3382c" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724627,&quot;asset_id&quot;:108305328,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724627/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305328"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305328"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305328; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305328]").text(description); $(".js-view-count[data-work-id=108305328]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305328; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305328']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305328, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "8f34b3445ecbaf74fd4857deaed3382c" } } $('.js-work-strip[data-work-id=108305328]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305328,"title":"Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"At an international level, enormous volumes of construction and demolition wastes are generated: 170 million tons/year in the USA, 500 million tons/year in the European Union (EU) and 12 million tons/year in Mexico. Alternative uses for these heterogeneous materials, such as the manufacture of sustainable bricks, are potential solutions to this growing environmental issue. Based on previous studies, and in compliance with Mexican standards, four different types of secondary materials were utilized in the composition of a sustainable brick matrix. Temperature and solar radiation used for drying purposes were determined, as well as weight loss, resistance and initial maximum absorption. In order to characterize the resulting matrix, observations were made with a scanning electron microscope, and the chemical composition of the samples was determined by detecting basic compounds using mapping through SEM-EDS microanalysis, connected to the SEM unit. Finally, thermogravimetric analyses were performed to correlate mechanical and chemical behavior, and resistance to high temperatures of the mixtures. The results obtained showed that all-in-one (AiO) is the most appropriate material for brick manufacturing, Opuntia ficus-indica mucilage improves physical properties, such as increased compressive strength and reduced water absorption, while wood residues, clay minerals and illite enhance mechanical properties.","publication_date":{"day":30,"month":9,"year":2017,"errors":{}},"publication_name":"Applied 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Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724627,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724627/thumbnails/1.jpg","file_name":"applsci-07-01012.pdf","download_url":"https://www.academia.edu/attachments/106724627/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Physicochemical_Mineralogical_and_Micros.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724627/applsci-07-01012-libre.pdf?1697639533=\u0026response-content-disposition=attachment%3B+filename%3DPhysicochemical_Mineralogical_and_Micros.pdf\u0026Expires=1732776260\u0026Signature=Bm1E1ryXF0v8u0yiQ~JcSrwvpnULRI~iBdpkGKhrVmTNOp7mDbbIc1dNG~WaguHQnzFKKLU8c1arJjeBxCPSh6DX55leX7lZ3YcsNANZtV5TrlUNaLw754rxfuf3phzeNPyPLbub-vCmruZfbHrGaUuHQcC81U4KelyeQzFYbVdOH0fs8I0apRQFkhB0qJrE6tfZbET48auu36VumfgWnzPKxqQsU9-QYK0woJ-PtNkLfSLiP0MgX-NXSgzUKa4MxDsaYHLlOMZTtZkpofH0k-sh3jREp0bal8bvYZQWgrLhg9KbK34Vylj9YcapMvBBIqwllSOGUGB3L1JIkqTPCg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":523,"name":"Chemistry","url":"https://www.academia.edu/Documents/in/Chemistry"},{"id":97641,"name":"Compressive Strength","url":"https://www.academia.edu/Documents/in/Compressive_Strength"},{"id":159232,"name":"Applied Sciences","url":"https://www.academia.edu/Documents/in/Applied_Sciences"},{"id":202855,"name":"Bricks","url":"https://www.academia.edu/Documents/in/Bricks"},{"id":398652,"name":"Thermogravimetric Analysis","url":"https://www.academia.edu/Documents/in/Thermogravimetric_Analysis"},{"id":434434,"name":"Brick","url":"https://www.academia.edu/Documents/in/Brick"},{"id":552931,"name":"Construction Waste","url":"https://www.academia.edu/Documents/in/Construction_Waste"},{"id":1228946,"name":"Physical Properties","url":"https://www.academia.edu/Documents/in/Physical_Properties"},{"id":2680926,"name":"mineralogical","url":"https://www.academia.edu/Documents/in/mineralogical"},{"id":3198118,"name":"Demolition Waste","url":"https://www.academia.edu/Documents/in/Demolition_Waste"}],"urls":[{"id":34825077,"url":"https://www.mdpi.com/2076-3417/7/10/1012/pdf?version=1506769470"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305324"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305324/Excitation_dependent_photoluminescent_properties_in_geopolymers_with_addition_of_Eu2_Dy3_co_doped_strontium_silicoaluminate"><img alt="Research paper thumbnail of Excitation-dependent photoluminescent properties in geopolymers with addition of Eu2+ Dy3+ co-doped strontium silicoaluminate" class="work-thumbnail" src="https://attachments.academia-assets.com/106724656/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305324/Excitation_dependent_photoluminescent_properties_in_geopolymers_with_addition_of_Eu2_Dy3_co_doped_strontium_silicoaluminate">Excitation-dependent photoluminescent properties in geopolymers with addition of Eu2+ Dy3+ co-doped strontium silicoaluminate</a></div><div class="wp-workCard_item"><span>Materials Letters</span><span>, Sep 1, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="65a3403d47c3b923b451bbcefa5d352a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724656,&quot;asset_id&quot;:108305324,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724656/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span 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class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305319/LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings">LCA Analysis of Three Types of Interior Partition Walls Used in Buildings</a></div><div class="wp-workCard_item"><span>Proceedings</span><span>, Jan 17, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e0fb1e79a8b6abdb84b4318fd5a29b86" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724616,&quot;asset_id&quot;:108305319,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" 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construction industry, mainly focused on the use stage in the search to increase the energy efficiency. However, as these stage has been improved and the impact produced has been reduced, it has become evident the need to focus the research on the elements and life cycle stages that follow on the affectation scale. Therefore, the present research analyzes the importance of the embodied energy and the affectation generated by the materials with a LCA perspective, comparing one square meter of three different systems used as interior partition walls: hollow clay brick (HB), hollow concrete block (CB) and gypsum board (GB). The analyzed stages are from production of the materials to the building construction (stages A1-A5), using the Eco-invent database with the LCA manager software. The results of the analysis indicate the values of the environmental affectations and the consumptions made by each element during the analyzed stages. The comparison allowed to find that the constructive solution with mayor environmental affectation in the analyzed categories is the GB wall, and that is mostly done in the production stage (A1-A3).","publication_date":{"day":17,"month":1,"year":2019,"errors":{}},"publication_name":"Proceedings","grobid_abstract_attachment_id":106724616},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305319/LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings","translated_internal_url":"","created_at":"2023-10-18T07:16:22.641-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724616,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724616/thumbnails/1.jpg","file_name":"proceedings-02-01595.pdf","download_url":"https://www.academia.edu/attachments/106724616/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"LCA_Analysis_of_Three_Types_of_Interior.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724616/proceedings-02-01595-libre.pdf?1697639517=\u0026response-content-disposition=attachment%3B+filename%3DLCA_Analysis_of_Three_Types_of_Interior.pdf\u0026Expires=1732776260\u0026Signature=IBlvEom~drbrw47gG0lG02KqxcLJDRCobGlvuj7rHFThU5IoaTDJX1UCvrcbKPzGiJfOqYVkjdr87iXz8R-hJvZSYA3tRNL1iVvkn9JYq6teWGL0AcOcLaE4UkN~6cMDSYwMB2ZQPlCZ44RkJFH2ROY9jKx-5w03NxqMBXfdDaNuVnxnrPnISfPRvK71~6OlbRQNUUXx3UAroJWn1gaQW0Ii5~lXcXTj62EULOGR9ADyFsZVFBV~-c5-dMa7VxpqIB~OKia65fqLsHpzResZDH2A7fCnevyyzqeGGB~ODa9pGzqslOVbK7X39oCSVo1goaQqgSpjYxkApJli4JsrUQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings","translated_slug":"","page_count":7,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724616,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724616/thumbnails/1.jpg","file_name":"proceedings-02-01595.pdf","download_url":"https://www.academia.edu/attachments/106724616/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"LCA_Analysis_of_Three_Types_of_Interior.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724616/proceedings-02-01595-libre.pdf?1697639517=\u0026response-content-disposition=attachment%3B+filename%3DLCA_Analysis_of_Three_Types_of_Interior.pdf\u0026Expires=1732776260\u0026Signature=IBlvEom~drbrw47gG0lG02KqxcLJDRCobGlvuj7rHFThU5IoaTDJX1UCvrcbKPzGiJfOqYVkjdr87iXz8R-hJvZSYA3tRNL1iVvkn9JYq6teWGL0AcOcLaE4UkN~6cMDSYwMB2ZQPlCZ44RkJFH2ROY9jKx-5w03NxqMBXfdDaNuVnxnrPnISfPRvK71~6OlbRQNUUXx3UAroJWn1gaQW0Ii5~lXcXTj62EULOGR9ADyFsZVFBV~-c5-dMa7VxpqIB~OKia65fqLsHpzResZDH2A7fCnevyyzqeGGB~ODa9pGzqslOVbK7X39oCSVo1goaQqgSpjYxkApJli4JsrUQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":422,"name":"Computer Science","url":"https://www.academia.edu/Documents/in/Computer_Science"},{"id":40276,"name":"Proceedings","url":"https://www.academia.edu/Documents/in/Proceedings"},{"id":81481,"name":"Embodied Energy","url":"https://www.academia.edu/Documents/in/Embodied_Energy"},{"id":180056,"name":"Gypsum","url":"https://www.academia.edu/Documents/in/Gypsum"}],"urls":[{"id":34825071,"url":"https://www.mdpi.com/2504-3900/2/22/1595/pdf?version=1547707958"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305318"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain"><img alt="Research paper thumbnail of An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain" class="work-thumbnail" src="https://attachments.academia-assets.com/106724617/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain">An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Dec 21, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1afe8361ee5941593d86305f7bb3812b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724617,&quot;asset_id&quot;:108305318,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724617/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305318"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305318"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305318; 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Although some research is currently being carried out into recycled mortars, little is known about their stress-strain (σ-ε); therefore, this work will provide the experimental results obtained from recycled mortars with recycled ceramic aggregates (with contents of 0%, 10%, 20%, 30%, 50% and 100%), such as the density and compression strength, as well as the σ-ε curves representative of their behavior. The values obtained from the analytical process of the results in order to finally obtain, through numerical analysis, the equations to predict their behavior (related to their recycled content) are those of: σ (elastic ranges and failure maximum), ε (elastic ranges and failure maximum), and Resilience and Toughness. At the end of the investigation, it is established that mortars with recycled ceramic aggregate contents of up to 20% could be assimilated just like mortars with the usual aggregates, and the obtained prediction equations could be used in cases of similar applications.","publication_date":{"day":21,"month":12,"year":2016,"errors":{}},"publication_name":"Materials","grobid_abstract_attachment_id":106724617},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain","translated_internal_url":"","created_at":"2023-10-18T07:16:22.444-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724617,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724617/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/106724617/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"An_Experimental_Study_of_Mortars_with_Re.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724617/pdf-libre.pdf?1697639542=\u0026response-content-disposition=attachment%3B+filename%3DAn_Experimental_Study_of_Mortars_with_Re.pdf\u0026Expires=1732776260\u0026Signature=RQglS2Bp4lXYoDT1OjA1A4bO0tWo~Y7EL0TdVlDvlnx1TZtgyP80q5MA~mAc2FI08YeIIhea7zO0-pbvv2IpKenBtl57eQPxYVyMBEujscb0H1-KlN5fI~7Ld32J8356Zb8HmWEBuBjuwA0Ru7Y~jv-ljqA6mFMZzKDqfEA-0WsDdBRaLxHbvytITBbJcxkcyIbn9v~s5jZEQ-cPJOkJEnLN6G6v66Tw5Rm2B3WBSzT4U~3SRXFZ~dkEHN-4GzuqoGOwwkLtTvetRFpA68GUQYxkATdxMaRXTovfl7zUPDKzx6lsj9aa-tMQQj~y1lvySxrUiOhDrxSWJMaXY5N8Kg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain","translated_slug":"","page_count":24,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José 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profile--work_container" data-work-id="108305317"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305317/SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ"><img alt="Research paper thumbnail of SEM Image Analysis in Permeable Recycled Concretes with Silica Fume. A Quantitative Comparison of Porosity and the ITZ" class="work-thumbnail" src="https://attachments.academia-assets.com/106724619/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305317/SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ">SEM Image Analysis in Permeable Recycled Concretes with Silica Fume. A Quantitative Comparison of Porosity and the ITZ</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Jul 8, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="54a281a173de7521859a8ab14b4b1db8" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724619,&quot;asset_id&quot;:108305317,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724619/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305317"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305317"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305317; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305317]").text(description); $(".js-view-count[data-work-id=108305317]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305317; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305317']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305317, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "54a281a173de7521859a8ab14b4b1db8" } } $('.js-work-strip[data-work-id=108305317]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305317,"title":"SEM Image Analysis in Permeable Recycled Concretes with Silica Fume. A Quantitative Comparison of Porosity and the ITZ","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"Recycled aggregates (RA) from construction and demolition can be used in permeable concretes (PC), improving the environment. PCs have a significant porous network, their cement paste and the interaction between the paste and the RA establishing their strength. Therefore, it is important to evaluate the porosity in the interfacial transition zones. The porosity of the cement paste, the aggregate and the interfacial transitional zones (ITZ) of a PC with recycled coarse aggregates (RCA) and silica fume (SF) is measured by means of image analysis-scanning electron microscope (IA)-(SEM) and by mapping the chemical elements with an SEM-EDS (energy dispersive spectrometer) detector microanalysis linked to the SEM and, as a contrast, the mercury intrusion porosimetry technique (MIP). In the IA process, a \"mask\" was created for the aggregate and another for the paste, which determined the porosity percentage (for the anhydrous material and the products of hydration). The results showed that using SF caused a reduction (32%) in the cement paste porosity in comparison with the PC with RA. The use of RA in the PC led to a significant increase (190%) in the porosity at different thicknesses of ITZ compared with the reference PC. Finally, the MIP study shows that the use of SF caused a decrease in the micropores, mesopores and macropores.","publication_date":{"day":8,"month":7,"year":2019,"errors":{}},"publication_name":"Materials","grobid_abstract_attachment_id":106724619},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305317/SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ","translated_internal_url":"","created_at":"2023-10-18T07:16:22.237-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724619,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724619/thumbnails/1.jpg","file_name":"materials-12-02201.pdf","download_url":"https://www.academia.edu/attachments/106724619/download_file?st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"SEM_Image_Analysis_in_Permeable_Recycled.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724619/materials-12-02201-libre.pdf?1697639542=\u0026response-content-disposition=attachment%3B+filename%3DSEM_Image_Analysis_in_Permeable_Recycled.pdf\u0026Expires=1732776260\u0026Signature=AoNUzt4OOGO~ziu5ZtiCNGuubCKndE9cSahMm67SqCA0QoHoHMGWaKbOLU51KgJqcAc9MXQt4XVpoQQqFvsZaI2AhE0ViUSGhtDoQfHN~S6okPjFzUZuXcnXpyE~ASq78eyfcLVaCEsBYv6oLTywHiAMk5O20-YkbL~D9PbtlOX2iWVx-DVyqnNi0sKfM1zEQNcabL5nwGvEqfeiiS6Nb8NwW3hbSnTcUlnRDEaTqHtWOAlxLX3YbL040MUGWmMxYs4ZS8PMFq3dooEJ2tCRO4zAxnF6LoP-kzwSsfBd2vnHOaZ-NpAbf-FdkOeeFxs08RUNFQobZFzuJS7djhf3bw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ","translated_slug":"","page_count":19,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José 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Correlations between the Porous Network and Concrete Properties" class="work-thumbnail" src="https://attachments.academia-assets.com/106724635/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305341/Metamorphosis_in_the_Porosity_of_Recycled_Concretes_Through_the_Use_of_a_Recycled_Polyethylene_Terephthalate_PET_Additive_Correlations_between_the_Porous_Network_and_Concrete_Properties">Metamorphosis in the Porosity of Recycled Concretes Through the Use of a Recycled Polyethylene Terephthalate (PET) Additive. Correlations between the Porous Network and Concrete Properties</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Feb 14, 2017</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="f0ee9cdeb549c6395792e4beb3056e25" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724635,&quot;asset_id&quot;:108305341,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724635/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY1OSw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305341"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305341"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305341; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305341]").text(description); $(".js-view-count[data-work-id=108305341]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305341; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305341']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305341, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "f0ee9cdeb549c6395792e4beb3056e25" } } $('.js-work-strip[data-work-id=108305341]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305341,"title":"Metamorphosis in the Porosity of Recycled Concretes Through the Use of a Recycled Polyethylene Terephthalate (PET) Additive. 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data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305340/New_Concrete_Additive_by_Chemical_Recycling_of_Pet">New Concrete Additive by Chemical Recycling of Pet</a></div><div class="wp-workCard_item"><span>DOAJ (DOAJ: Directory of Open Access Journals)</span><span>, Sep 1, 2014</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Due to the problem that represents the accelerated production of waste from the consumption of po...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305340"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305340"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305340; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305340]").text(description); $(".js-view-count[data-work-id=108305340]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305340; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305340']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305340, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=108305340]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305340,"title":"New Concrete Additive by Chemical Recycling of Pet","translated_title":"","metadata":{"abstract":"Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.","publisher":"DOAJ: Directory of Open Access Journals","publication_date":{"day":1,"month":9,"year":2014,"errors":{}},"publication_name":"DOAJ (DOAJ: Directory of Open Access Journals)"},"translated_abstract":"Due to the problem that represents the accelerated production of waste from the consumption of polyethylene terephthalate (PET), it becomes necessary to look for alternative solutions; chemical recycling is a suitable method for conversion into a material with potential application in concrete additive, such as unsaturated polyester resins; with the above improvements and conservation of non-renewable raw materials can reduce the environmental impact. This investigation was focused on obtaining the synthesis of a polymeric resin by the method of glycolysis, and their characterization by Infrared Spectroscopy (FT-IR); the results show that the recycled materials (PET and its processing) are similar to reagents made from primary materials so that it is considered feasible to use in the intended application.","internal_url":"https://www.academia.edu/108305340/New_Concrete_Additive_by_Chemical_Recycling_of_Pet","translated_internal_url":"","created_at":"2023-10-18T07:16:26.949-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[],"slug":"New_Concrete_Additive_by_Chemical_Recycling_of_Pet","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[],"research_interests":[{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":185242,"name":"Raw Material","url":"https://www.academia.edu/Documents/in/Raw_Material"},{"id":324125,"name":"Polyester","url":"https://www.academia.edu/Documents/in/Polyester"},{"id":416536,"name":"Science Technology","url":"https://www.academia.edu/Documents/in/Science_Technology"},{"id":888111,"name":"Polyethylene terephthalate","url":"https://www.academia.edu/Documents/in/Polyethylene_terephthalate"}],"urls":[{"id":34825089,"url":"https://doaj.org/article/fee26cdd7214474c97a5f5dd42313c6a"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305339"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials"><img alt="Research paper thumbnail of Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials" class="work-thumbnail" src="https://attachments.academia-assets.com/106724658/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials">Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials</a></div><div class="wp-workCard_item"><span>International Journal of Electrochemical Science</span><span>, Feb 1, 2012</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="dced730cdee5701c4c88299d5dad1bd4" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724658,&quot;asset_id&quot;:108305339,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305339"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305339"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305339; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305339]").text(description); $(".js-view-count[data-work-id=108305339]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305339; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305339']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305339, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "dced730cdee5701c4c88299d5dad1bd4" } } $('.js-work-strip[data-work-id=108305339]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305339,"title":"Carbonation Rate and Reinforcing Steel Corrosion of Concretes with Recycled Concrete Aggregates and Supplementary Cementing Materials","translated_title":"","metadata":{"publisher":"Electrochemical Science Group","grobid_abstract":"Because of the significant environmental impact that the concrete production causes, and as sustainability contribution for this industry; presently some improvements are being implemented in its durability and its components are been replaced for alternative recyclable materials. Concrete carbonation is one of the main causes of reinforcement electrochemical corrosion. Coarse Recycled Concrete Aggregates (RCA) and Supplementary Cementing Materials (SCM) such as fly ash and silica fume were used to produce durable and environmentally friendly concrete and for the evaluation of its carbonation depth and carbonation-induced reinforcement corrosion when it is exposed to accelerated conditions. The depth of carbonation was observed by spraying a phenolphthalein solution on the fresh broken concrete surface. The corrosion rates of steel embedded in these concretes have been measured by the lineal polarization resistance technique. The results indicate that to use RCA and SCM increase the carbonation depth and corrosion current density.","publication_date":{"day":1,"month":2,"year":2012,"errors":{}},"publication_name":"International Journal of Electrochemical Science","grobid_abstract_attachment_id":106724658},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305339/Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials","translated_internal_url":"","created_at":"2023-10-18T07:16:26.745-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724658,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724658/thumbnails/1.jpg","file_name":"Carbonation_20Rate_20and_20Reinforcing.pdf","download_url":"https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Carbonation_Rate_and_Reinforcing_Steel_C.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724658/Carbonation_20Rate_20and_20Reinforcing-libre.pdf?1697639510=\u0026response-content-disposition=attachment%3B+filename%3DCarbonation_Rate_and_Reinforcing_Steel_C.pdf\u0026Expires=1732776260\u0026Signature=RVE3LjRYeCCMgs6Opzyu6ym~223r7kVyS4ZZP5-F9QI~j64S~hzjlOWvT3Ifp3NaD6TDoS~oFw9trnoZ0vKa~bWeW2n~84GCM~QwHzpzlFSBqbnkiyBA2ZMDiEbPZ5NbOYh4SjsZY0V9p1-~yqg5G9V6dB3g-vCV0WkzNF4oOwYISUwk1w6gtUAHB4gkfB-oDUy5fwxUoN8RBLokpNeK9D0-a0aIbltkXjEoNrnxNs-P73-jSTkwHaFCq28ldnnV4cooaWIEnuSXB~Y5bZo9vAuU9zkxEQEZ2ev4xXAcMSofWITkh-sKgNUWovqfaFy3~4fsbPS~2zH3DDSUyDDvYg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Carbonation_Rate_and_Reinforcing_Steel_Corrosion_of_Concretes_with_Recycled_Concrete_Aggregates_and_Supplementary_Cementing_Materials","translated_slug":"","page_count":9,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724658,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724658/thumbnails/1.jpg","file_name":"Carbonation_20Rate_20and_20Reinforcing.pdf","download_url":"https://www.academia.edu/attachments/106724658/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Carbonation_Rate_and_Reinforcing_Steel_C.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724658/Carbonation_20Rate_20and_20Reinforcing-libre.pdf?1697639510=\u0026response-content-disposition=attachment%3B+filename%3DCarbonation_Rate_and_Reinforcing_Steel_C.pdf\u0026Expires=1732776260\u0026Signature=RVE3LjRYeCCMgs6Opzyu6ym~223r7kVyS4ZZP5-F9QI~j64S~hzjlOWvT3Ifp3NaD6TDoS~oFw9trnoZ0vKa~bWeW2n~84GCM~QwHzpzlFSBqbnkiyBA2ZMDiEbPZ5NbOYh4SjsZY0V9p1-~yqg5G9V6dB3g-vCV0WkzNF4oOwYISUwk1w6gtUAHB4gkfB-oDUy5fwxUoN8RBLokpNeK9D0-a0aIbltkXjEoNrnxNs-P73-jSTkwHaFCq28ldnnV4cooaWIEnuSXB~Y5bZo9vAuU9zkxEQEZ2ev4xXAcMSofWITkh-sKgNUWovqfaFy3~4fsbPS~2zH3DDSUyDDvYg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":48,"name":"Engineering","url":"https://www.academia.edu/Documents/in/Engineering"},{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":523,"name":"Chemistry","url":"https://www.academia.edu/Documents/in/Chemistry"},{"id":6309,"name":"Metallurgy","url":"https://www.academia.edu/Documents/in/Metallurgy"},{"id":27537,"name":"Corrosion","url":"https://www.academia.edu/Documents/in/Corrosion"},{"id":133175,"name":"Durability","url":"https://www.academia.edu/Documents/in/Durability"},{"id":416962,"name":"Concrete Corrosion","url":"https://www.academia.edu/Documents/in/Concrete_Corrosion"},{"id":801613,"name":"Carbonation","url":"https://www.academia.edu/Documents/in/Carbonation"}],"urls":[{"id":34825088,"url":"https://doi.org/10.1016/s1452-3981(23)13438-9"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305338"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305338/Analysis_of_the_Physicochemical_and_Mineralogical_Properties_of_the_Materials_Used_in_the_Preparation_of_Recoblocks"><img alt="Research paper thumbnail of Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks" class="work-thumbnail" src="https://attachments.academia-assets.com/106724636/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305338/Analysis_of_the_Physicochemical_and_Mineralogical_Properties_of_the_Materials_Used_in_the_Preparation_of_Recoblocks">Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Aug 17, 2020</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="141773b54ae48bb15c6645d12a7a4699" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724636,&quot;asset_id&quot;:108305338,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724636/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305338"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305338"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305338; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305338]").text(description); $(".js-view-count[data-work-id=108305338]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305338; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305338']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305338, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "141773b54ae48bb15c6645d12a7a4699" } } $('.js-work-strip[data-work-id=108305338]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305338,"title":"Analysis of the Physicochemical and Mineralogical Properties of the Materials Used in the Preparation of Recoblocks","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"The construction sector generates 14,000 t/d of construction waste in Mexico City, these materials do not have real applications and end up accumulating in landfills. This work, the objective of which was to analyze the physicochemical and mineralogical properties of soil and construction waste used in the manufacture of Recoblocks, is divided in five stages. First, the excavation material was submitted to field tests. Physical and chemical tests were then carried out on construction waste. Subsequently, the optimal mixture for making Recoblocks was determined. Next, Recoblocks were evaluated and compared with blocks made with water only, without mucilage of Opuntia ficus, and finally a feasibility study was performed. The X-ray diffraction study showed the presence of plagioclase, minerals that improve bending resistance, hardness, durability, as well as resistance to stress in a material. Compared to blocks manufactured without mucilage, the use of Opuntia ficus mucilage increased the compressive strength of the material by 59%, as well as the erodibility. Recoblocks are an environmentally friendly option because they are based on recycled materials, dried under the sun, which eliminates the use of brick oven. 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Experimental analysis to obtain the shrinkage properties (basic and dried) of the concrete containing recycled concrete aggregate (CRCA) was performed. The percentages of replacement of natural aggregate with RCA were 0%, 15%, 30%, 60% and 100% with test conditions of 50% RH and 20°C. The results of these trials are compared with reference concrete tests, at an age of 270 days. The results demonstrated an increase in the shrinkage of the CRCA that is proportional to the amount of RCA used as a replacement for the natural aggregate. 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class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305334/Porosity_of_recycled_concrete_with_substitution_of_recycled_concrete_aggregate">Porosity of recycled concrete with substitution of recycled concrete aggregate</a></div><div class="wp-workCard_item"><span>Cement and Concrete Research</span><span>, Aug 1, 2002</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="eb75cbaf6240e54033c91b48846f1204" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724628,&quot;asset_id&quot;:108305334,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724628/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa 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})(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "eb75cbaf6240e54033c91b48846f1204" } } $('.js-work-strip[data-work-id=108305334]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305334,"title":"Porosity of recycled concrete with substitution of recycled concrete aggregate","translated_title":"","metadata":{"publisher":"Elsevier BV","grobid_abstract":"In this paper, we present the experimental analysis of samples of recycled concrete (RC) with replacement of natural aggregate (NA) by recycled aggregate originating from concrete (RCA). The results of the tests of mechanical properties of RC were used for comparison with tests of mercury intrusion porosimetry (MIP), in which the distribution of the theoretical pore radius, critical pore ratio, the surface area of the concrete, threshold ratio and average pore radius were studied at ages of 7, 28 and 90 days. The results showed some variation in the properties of the RC with respect to ordinary concrete. Porosity increases considerably when NA is replaced by RCA. 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hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates"><img alt="Research paper thumbnail of Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates" class="work-thumbnail" src="https://attachments.academia-assets.com/106724626/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates">Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates</a></div><div class="wp-workCard_item"><span>Periodica Polytechnica-civil Engineering</span><span>, Nov 28, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="28a2a36275993c587b09f786de1e9883" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724626,&quot;asset_id&quot;:108305332,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305332"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa 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$('.js-work-strip[data-work-id=108305332]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305332,"title":"Implementation of Interaction Diagram of the Properties in Fresh for Mortars with Ceramic Aggregates","translated_title":"","metadata":{"publisher":"Budapest University of Technology and Economics","grobid_abstract":"As the natural resources needed for the construction sector are limited, new practices are being adopted for the management of waste generated nowadays, including the use of construction and demolition waste as aggregates for concrete and mortar. Considering the different typologies in construction wastes, ceramics are the second most representative material; therefore it is important to validate their feasibility as a total or partial replacement of natural aggregates. This work presents a study of the properties in fresh state (consistency, density and air content) of mortars containing aggregates obtained from recycled ceramics, and their influence on the subsequent properties in the hardened state. A statistical analysis of experimental data was carried out by establishing regression coefficients, and then a triple-entry graph was obtained, allowing the different properties of mortars to be easily linked and simplifying the prediction of the relationships they will present since the mixture design phase.","publication_date":{"day":28,"month":11,"year":2016,"errors":{}},"publication_name":"Periodica Polytechnica-civil Engineering","grobid_abstract_attachment_id":106724626},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305332/Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates","translated_internal_url":"","created_at":"2023-10-18T07:16:25.176-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724626,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724626/thumbnails/1.jpg","file_name":"7205.pdf","download_url":"https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Implementation_of_Interaction_Diagram_of.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724626/7205-libre.pdf?1697639523=\u0026response-content-disposition=attachment%3B+filename%3DImplementation_of_Interaction_Diagram_of.pdf\u0026Expires=1732776260\u0026Signature=f5JNRZ3VL6zSx5d~Rv3t2gy69cOulTzOaZ3hW5EiuLr8tH~H4imf1SB5aRmVPLVaIRFHcIBKDGBpaV1eF1-qB6aknDUs-Q1NLutFgU1tjKPF0ryd4papqMbW9G8WK4JSfSnulpUN0ED2VPFiKLJfaj-t4~Bk-Kq8Edq5ixqeregQqf3oWZlWK1FLf3Bdq6j7lVGReuIxsGeA6zQsFMxO7qdJtLZw-fOng0k2rnD5lIciHw2redP0CeUljRWo9WpYadxQ4EuullXmt5aD4FxGxUw4sC4LIp7NeUbytYDElGIVOzeHEobWN7VfsrFW~rWXWyu0P6MN3InfIA4E~IOBdQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Implementation_of_Interaction_Diagram_of_the_Properties_in_Fresh_for_Mortars_with_Ceramic_Aggregates","translated_slug":"","page_count":6,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724626,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724626/thumbnails/1.jpg","file_name":"7205.pdf","download_url":"https://www.academia.edu/attachments/106724626/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Implementation_of_Interaction_Diagram_of.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724626/7205-libre.pdf?1697639523=\u0026response-content-disposition=attachment%3B+filename%3DImplementation_of_Interaction_Diagram_of.pdf\u0026Expires=1732776260\u0026Signature=f5JNRZ3VL6zSx5d~Rv3t2gy69cOulTzOaZ3hW5EiuLr8tH~H4imf1SB5aRmVPLVaIRFHcIBKDGBpaV1eF1-qB6aknDUs-Q1NLutFgU1tjKPF0ryd4papqMbW9G8WK4JSfSnulpUN0ED2VPFiKLJfaj-t4~Bk-Kq8Edq5ixqeregQqf3oWZlWK1FLf3Bdq6j7lVGReuIxsGeA6zQsFMxO7qdJtLZw-fOng0k2rnD5lIciHw2redP0CeUljRWo9WpYadxQ4EuullXmt5aD4FxGxUw4sC4LIp7NeUbytYDElGIVOzeHEobWN7VfsrFW~rWXWyu0P6MN3InfIA4E~IOBdQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":11747,"name":"Sustainable materials","url":"https://www.academia.edu/Documents/in/Sustainable_materials"},{"id":189405,"name":"Ceramic","url":"https://www.academia.edu/Documents/in/Ceramic"},{"id":553594,"name":"Mortar","url":"https://www.academia.edu/Documents/in/Mortar"},{"id":2607459,"name":"Recycled mortars","url":"https://www.academia.edu/Documents/in/Recycled_mortars"},{"id":3198118,"name":"Demolition Waste","url":"https://www.academia.edu/Documents/in/Demolition_Waste"}],"urls":[{"id":34825081,"url":"https://pp.bme.hu/ci/article/download/9651/7205"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305331"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305331/Fresh_State_Properties_of_Mortars_with_Recycled_Glass_Aggregates_Global_Unification_of_Behavior"><img alt="Research paper thumbnail of Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior" class="work-thumbnail" src="https://attachments.academia-assets.com/106724625/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305331/Fresh_State_Properties_of_Mortars_with_Recycled_Glass_Aggregates_Global_Unification_of_Behavior">Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior</a></div><div class="wp-workCard_item"><span>Advances in Materials Science and Engineering</span><span>, Sep 25, 2018</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="84840d32f6ade3e340c049a194791b98" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724625,&quot;asset_id&quot;:108305331,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724625/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305331"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305331"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305331; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305331]").text(description); $(".js-view-count[data-work-id=108305331]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305331; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305331']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305331, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "84840d32f6ade3e340c049a194791b98" } } $('.js-work-strip[data-work-id=108305331]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305331,"title":"Fresh-State Properties of Mortars with Recycled Glass Aggregates: Global Unification of Behavior","translated_title":"","metadata":{"publisher":"Hindawi Publishing Corporation","grobid_abstract":"Due to the current problems related to the generation of diverse wastes and the extraction of nonrenewable materials to be used in the construction sector, the alternative use of waste glass could be a sustainable option with environmental and economic benefits, in case of being feasible its use as a replacement of the usual aggregates to manufacture recycled mortars. In this research, one presents a study of the fresh-state properties of the mortars containing 15, 30, 60, and 100% recycled glass aggregates as a replacement for the usual aggregate, providing the experimental results of consistency, density, and air content. Using the experimental results, and by means of a numerical and statistical analysis of these, a diagram of triple interaction that allows us to unify the behavior of the studied properties is constituted; making feasible with this, the prediction of the behavior of these properties with respect to variables as their ratio water/cement, aggregate/cement, and different percentages of replacement of aggregates.","publication_date":{"day":25,"month":9,"year":2018,"errors":{}},"publication_name":"Advances in Materials Science and 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data-work-id="108305330"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete"><img alt="Research paper thumbnail of Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete" class="work-thumbnail" src="https://attachments.academia-assets.com/106724623/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete">Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete</a></div><div class="wp-workCard_item"><span>Cement, concrete and aggregates</span><span>, 2003</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="40c27ce29e7a1cc2de8b129e0047218b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724623,&quot;asset_id&quot;:108305330,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305330"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305330"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305330; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305330]").text(description); $(".js-view-count[data-work-id=108305330]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305330; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305330']"); 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$('.js-work-strip[data-work-id=108305330]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305330,"title":"Relationship Between Gas Adsorption and the Shrinkage and Creep of Recycled Aggregate Concrete","translated_title":"","metadata":{"publisher":"ASM International","grobid_abstract":"In this work, it is described an experimental analysis of specimens of recycled concrete (RC) with replacement of natural aggregate with recycled aggregate originating from concrete (RCA). An experimental analysis to obtain the shrinkage and creep properties (basic and by drying) of RC was carried out. The replacement fraction of natural aggregate with RCA were 0%, 15%, 30%, 60% and 100% and the test conditions were 50% RH and 20 °C. The results of these trials were compared with mercury intrusion porosimetry tests (MIP) and gas adsorption (nitrogen), at 90 days. In the results, an increase in the shrinkage and creep properties of the RC with respect to conventional concrete was observed, while porosity values increased. However, the deformation evolution in the time is similar to conventional concrete.","publication_date":{"day":null,"month":null,"year":2003,"errors":{}},"publication_name":"Cement, concrete and aggregates","grobid_abstract_attachment_id":106724623},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305330/Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete","translated_internal_url":"","created_at":"2023-10-18T07:16:24.760-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724623,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724623/thumbnails/1.jpg","file_name":"Articulo_20final.pdf","download_url":"https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Relationship_Between_Gas_Adsorption_and.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724623/Articulo_20final-libre.pdf?1697639518=\u0026response-content-disposition=attachment%3B+filename%3DRelationship_Between_Gas_Adsorption_and.pdf\u0026Expires=1732776260\u0026Signature=JDmDeSFO3vb85jdw0-A7LFCgtgB2n3FW4dL0cHoWKwyYKy6Ba05891JHKGPShfEOgv3FwQK~SDEPTXMhP4MmB-AfHJQB5mD3eo5Bau08W1bTmm-6BDd9hbf3arK0xX8Zis~yXCKOF~HUtwwHUaCNaQ4mUx48xtAc1WIPrU~umH0-dQMfTnTIAN4A0jnaq8SoZZLM7H-IPUJqwVDE0BHfFGid1W7wMY1C~l~7-GpOPoGxBwB2kyDC77hWUpBRxM6CJE6i0d23Otr0PhfqCIgvDg1Xfb1Xz2Q1W20xFYrhGSF27b~5r6ITDtnsFX8mDgGYI8Wd7zUS3W8nBia~pTI0Dg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Relationship_Between_Gas_Adsorption_and_the_Shrinkage_and_Creep_of_Recycled_Aggregate_Concrete","translated_slug":"","page_count":22,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724623,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724623/thumbnails/1.jpg","file_name":"Articulo_20final.pdf","download_url":"https://www.academia.edu/attachments/106724623/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Relationship_Between_Gas_Adsorption_and.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724623/Articulo_20final-libre.pdf?1697639518=\u0026response-content-disposition=attachment%3B+filename%3DRelationship_Between_Gas_Adsorption_and.pdf\u0026Expires=1732776260\u0026Signature=JDmDeSFO3vb85jdw0-A7LFCgtgB2n3FW4dL0cHoWKwyYKy6Ba05891JHKGPShfEOgv3FwQK~SDEPTXMhP4MmB-AfHJQB5mD3eo5Bau08W1bTmm-6BDd9hbf3arK0xX8Zis~yXCKOF~HUtwwHUaCNaQ4mUx48xtAc1WIPrU~umH0-dQMfTnTIAN4A0jnaq8SoZZLM7H-IPUJqwVDE0BHfFGid1W7wMY1C~l~7-GpOPoGxBwB2kyDC77hWUpBRxM6CJE6i0d23Otr0PhfqCIgvDg1Xfb1Xz2Q1W20xFYrhGSF27b~5r6ITDtnsFX8mDgGYI8Wd7zUS3W8nBia~pTI0Dg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":56351,"name":"Creep","url":"https://www.academia.edu/Documents/in/Creep"},{"id":68315,"name":"Porosity","url":"https://www.academia.edu/Documents/in/Porosity"},{"id":169323,"name":"Composite Material","url":"https://www.academia.edu/Documents/in/Composite_Material"},{"id":798615,"name":"Shrinkage","url":"https://www.academia.edu/Documents/in/Shrinkage"},{"id":1134869,"name":"Recycling Concrete","url":"https://www.academia.edu/Documents/in/Recycling_Concrete"},{"id":1423489,"name":"Porosimetry","url":"https://www.academia.edu/Documents/in/Porosimetry"},{"id":2332997,"name":"Mercury Intrusion Porosimetry","url":"https://www.academia.edu/Documents/in/Mercury_Intrusion_Porosimetry"}],"urls":[{"id":34825079,"url":"https://upcommons.upc.edu/bitstream/2117/6482/1/Articulo%20final.pdf"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305329"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement"><img alt="Research paper thumbnail of Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement" class="work-thumbnail" src="https://attachments.academia-assets.com/106724657/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement">Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement</a></div><div class="wp-workCard_item"><span>International Journal of Civil Engineering</span><span>, Sep 26, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="aa3c1d89608c8c5264cfadb1cea5d586" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724657,&quot;asset_id&quot;:108305329,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305329"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305329"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305329; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "aa3c1d89608c8c5264cfadb1cea5d586" } } $('.js-work-strip[data-work-id=108305329]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305329,"title":"Mechanical and Basic Deformation Properties of Mortar with Recycled Glass as a Fine Aggregate Replacement","translated_title":"","metadata":{"publisher":"Springer Science+Business Media","grobid_abstract":"As a result of the large quantities of glass residues being generated, research is currently underway for efficient, economic and eco-friendly alternatives, among them the incorporation of recycled glass in mortar as a substitute for natural sand; this work has researched and studied recycled glass substitutions of 0, 15, 30, 60 and 100 %. A basic characterization of both sands was carried out with the aim of comparing both materials (granulometric profiles, density and absorption). Compressive and flexural strength were studied with regard to the mechanical behavior of the mortar in question; regarding deformation, the basic, drying and total shrinkage were determined. The results of the research show that the recycled glass sands are less dense than the standard sand used, and the latter has a higher absorption coefficient. With regard to compressive and flexural strength, the mortars with recycled glass reported lower resistance than the natural sand mortars, with the 15 % recycled glass combination being the closest to the natural mortar. On the other hand, in the case of deformation due to drying shrinkage (the most significant), the recycled mortars showed even more favorable results than the natural mortar; the 100 % glass content had the lowest shrinkage rate in the experimental phase. The study concludes that mortars with 15 % recycled sand may feasibly be used in applications with low mechanical requirements, with their low rates of shrinkage deformation being an additional advantage.","publication_date":{"day":26,"month":9,"year":2016,"errors":{}},"publication_name":"International Journal of Civil Engineering","grobid_abstract_attachment_id":106724657},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305329/Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement","translated_internal_url":"","created_at":"2023-10-18T07:16:24.548-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724657,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724657/thumbnails/1.jpg","file_name":"s40999-016-0071-920231018-1-g8kkz0.pdf","download_url":"https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Mechanical_and_Basic_Deformation_Propert.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724657/s40999-016-0071-920231018-1-g8kkz0-libre.pdf?1697639515=\u0026response-content-disposition=attachment%3B+filename%3DMechanical_and_Basic_Deformation_Propert.pdf\u0026Expires=1732776260\u0026Signature=RozsqjsrpdSCNP7iMqtlUpfEm8zi~tTVvqu8CEVZkjRsgHfQaSLpY9QgPt9iG-9Qoh0j~3E~eVhPzLlpdWLxw5rprg6h45YC8~AtnaPlgHxlCR8P-sNWZuq~CxuIjUw5uXhypKMo5AjeBWkOshuVYcGcCq8CrOtK1pEhlxzUzHQn11HLWPBZqsCgA3nSdn4UJBUa-1LCE61LTayMdepMeNT2v0S3g8lxR1E6vrshg0iXsSk2up~aBCYnZdefJBepEwGD6C0MxutMD9MbmEPn8M6GeA3vL39Y1eVN7EaB-ewelMYdNuQUE6eT1HUNqWttesPhu5a3vbLGn36ABGHoXA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Mechanical_and_Basic_Deformation_Properties_of_Mortar_with_Recycled_Glass_as_a_Fine_Aggregate_Replacement","translated_slug":"","page_count":15,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724657,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724657/thumbnails/1.jpg","file_name":"s40999-016-0071-920231018-1-g8kkz0.pdf","download_url":"https://www.academia.edu/attachments/106724657/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Mechanical_and_Basic_Deformation_Propert.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724657/s40999-016-0071-920231018-1-g8kkz0-libre.pdf?1697639515=\u0026response-content-disposition=attachment%3B+filename%3DMechanical_and_Basic_Deformation_Propert.pdf\u0026Expires=1732776260\u0026Signature=RozsqjsrpdSCNP7iMqtlUpfEm8zi~tTVvqu8CEVZkjRsgHfQaSLpY9QgPt9iG-9Qoh0j~3E~eVhPzLlpdWLxw5rprg6h45YC8~AtnaPlgHxlCR8P-sNWZuq~CxuIjUw5uXhypKMo5AjeBWkOshuVYcGcCq8CrOtK1pEhlxzUzHQn11HLWPBZqsCgA3nSdn4UJBUa-1LCE61LTayMdepMeNT2v0S3g8lxR1E6vrshg0iXsSk2up~aBCYnZdefJBepEwGD6C0MxutMD9MbmEPn8M6GeA3vL39Y1eVN7EaB-ewelMYdNuQUE6eT1HUNqWttesPhu5a3vbLGn36ABGHoXA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":73,"name":"Civil Engineering","url":"https://www.academia.edu/Documents/in/Civil_Engineering"},{"id":511,"name":"Materials Science","url":"https://www.academia.edu/Documents/in/Materials_Science"},{"id":7742,"name":"Glass","url":"https://www.academia.edu/Documents/in/Glass"},{"id":97641,"name":"Compressive Strength","url":"https://www.academia.edu/Documents/in/Compressive_Strength"},{"id":169323,"name":"Composite Material","url":"https://www.academia.edu/Documents/in/Composite_Material"},{"id":239252,"name":"Flexural Strength","url":"https://www.academia.edu/Documents/in/Flexural_Strength"},{"id":350162,"name":"SAND","url":"https://www.academia.edu/Documents/in/SAND"},{"id":498267,"name":"Sustainability in construction industry","url":"https://www.academia.edu/Documents/in/Sustainability_in_construction_industry"},{"id":553594,"name":"Mortar","url":"https://www.academia.edu/Documents/in/Mortar"},{"id":608100,"name":"Glass recycling","url":"https://www.academia.edu/Documents/in/Glass_recycling"},{"id":798615,"name":"Shrinkage","url":"https://www.academia.edu/Documents/in/Shrinkage"},{"id":2607459,"name":"Recycled mortars","url":"https://www.academia.edu/Documents/in/Recycled_mortars"}],"urls":[{"id":34825078,"url":"https://doi.org/10.1007/s40999-016-0071-9"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305328"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305328/Physicochemical_Mineralogical_and_Microscopic_Evaluation_of_Sustainable_Bricks_Manufactured_with_Construction_Wastes"><img alt="Research paper thumbnail of Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes" class="work-thumbnail" src="https://attachments.academia-assets.com/106724627/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305328/Physicochemical_Mineralogical_and_Microscopic_Evaluation_of_Sustainable_Bricks_Manufactured_with_Construction_Wastes">Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes</a></div><div class="wp-workCard_item"><span>Applied sciences</span><span>, Sep 30, 2017</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="8f34b3445ecbaf74fd4857deaed3382c" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724627,&quot;asset_id&quot;:108305328,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724627/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305328"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305328"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305328; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305328]").text(description); $(".js-view-count[data-work-id=108305328]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305328; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305328']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305328, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "8f34b3445ecbaf74fd4857deaed3382c" } } $('.js-work-strip[data-work-id=108305328]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305328,"title":"Physicochemical, Mineralogical and Microscopic Evaluation of Sustainable Bricks Manufactured with Construction Wastes","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"At an international level, enormous volumes of construction and demolition wastes are generated: 170 million tons/year in the USA, 500 million tons/year in the European Union (EU) and 12 million tons/year in Mexico. Alternative uses for these heterogeneous materials, such as the manufacture of sustainable bricks, are potential solutions to this growing environmental issue. Based on previous studies, and in compliance with Mexican standards, four different types of secondary materials were utilized in the composition of a sustainable brick matrix. Temperature and solar radiation used for drying purposes were determined, as well as weight loss, resistance and initial maximum absorption. In order to characterize the resulting matrix, observations were made with a scanning electron microscope, and the chemical composition of the samples was determined by detecting basic compounds using mapping through SEM-EDS microanalysis, connected to the SEM unit. Finally, thermogravimetric analyses were performed to correlate mechanical and chemical behavior, and resistance to high temperatures of the mixtures. The results obtained showed that all-in-one (AiO) is the most appropriate material for brick manufacturing, Opuntia ficus-indica mucilage improves physical properties, such as increased compressive strength and reduced water absorption, while wood residues, clay minerals and illite enhance mechanical properties.","publication_date":{"day":30,"month":9,"year":2017,"errors":{}},"publication_name":"Applied 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Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724627,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724627/thumbnails/1.jpg","file_name":"applsci-07-01012.pdf","download_url":"https://www.academia.edu/attachments/106724627/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Physicochemical_Mineralogical_and_Micros.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724627/applsci-07-01012-libre.pdf?1697639533=\u0026response-content-disposition=attachment%3B+filename%3DPhysicochemical_Mineralogical_and_Micros.pdf\u0026Expires=1732776260\u0026Signature=Bm1E1ryXF0v8u0yiQ~JcSrwvpnULRI~iBdpkGKhrVmTNOp7mDbbIc1dNG~WaguHQnzFKKLU8c1arJjeBxCPSh6DX55leX7lZ3YcsNANZtV5TrlUNaLw754rxfuf3phzeNPyPLbub-vCmruZfbHrGaUuHQcC81U4KelyeQzFYbVdOH0fs8I0apRQFkhB0qJrE6tfZbET48auu36VumfgWnzPKxqQsU9-QYK0woJ-PtNkLfSLiP0MgX-NXSgzUKa4MxDsaYHLlOMZTtZkpofH0k-sh3jREp0bal8bvYZQWgrLhg9KbK34Vylj9YcapMvBBIqwllSOGUGB3L1JIkqTPCg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":523,"name":"Chemistry","url":"https://www.academia.edu/Documents/in/Chemistry"},{"id":97641,"name":"Compressive Strength","url":"https://www.academia.edu/Documents/in/Compressive_Strength"},{"id":159232,"name":"Applied Sciences","url":"https://www.academia.edu/Documents/in/Applied_Sciences"},{"id":202855,"name":"Bricks","url":"https://www.academia.edu/Documents/in/Bricks"},{"id":398652,"name":"Thermogravimetric Analysis","url":"https://www.academia.edu/Documents/in/Thermogravimetric_Analysis"},{"id":434434,"name":"Brick","url":"https://www.academia.edu/Documents/in/Brick"},{"id":552931,"name":"Construction Waste","url":"https://www.academia.edu/Documents/in/Construction_Waste"},{"id":1228946,"name":"Physical Properties","url":"https://www.academia.edu/Documents/in/Physical_Properties"},{"id":2680926,"name":"mineralogical","url":"https://www.academia.edu/Documents/in/mineralogical"},{"id":3198118,"name":"Demolition Waste","url":"https://www.academia.edu/Documents/in/Demolition_Waste"}],"urls":[{"id":34825077,"url":"https://www.mdpi.com/2076-3417/7/10/1012/pdf?version=1506769470"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305324"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305324/Excitation_dependent_photoluminescent_properties_in_geopolymers_with_addition_of_Eu2_Dy3_co_doped_strontium_silicoaluminate"><img alt="Research paper thumbnail of Excitation-dependent photoluminescent properties in geopolymers with addition of Eu2+ Dy3+ co-doped strontium silicoaluminate" class="work-thumbnail" src="https://attachments.academia-assets.com/106724656/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305324/Excitation_dependent_photoluminescent_properties_in_geopolymers_with_addition_of_Eu2_Dy3_co_doped_strontium_silicoaluminate">Excitation-dependent photoluminescent properties in geopolymers with addition of Eu2+ Dy3+ co-doped strontium silicoaluminate</a></div><div class="wp-workCard_item"><span>Materials Letters</span><span>, Sep 1, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="65a3403d47c3b923b451bbcefa5d352a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724656,&quot;asset_id&quot;:108305324,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724656/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa 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class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305319/LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings">LCA Analysis of Three Types of Interior Partition Walls Used in Buildings</a></div><div class="wp-workCard_item"><span>Proceedings</span><span>, Jan 17, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="e0fb1e79a8b6abdb84b4318fd5a29b86" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724616,&quot;asset_id&quot;:108305319,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" 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construction industry, mainly focused on the use stage in the search to increase the energy efficiency. However, as these stage has been improved and the impact produced has been reduced, it has become evident the need to focus the research on the elements and life cycle stages that follow on the affectation scale. Therefore, the present research analyzes the importance of the embodied energy and the affectation generated by the materials with a LCA perspective, comparing one square meter of three different systems used as interior partition walls: hollow clay brick (HB), hollow concrete block (CB) and gypsum board (GB). The analyzed stages are from production of the materials to the building construction (stages A1-A5), using the Eco-invent database with the LCA manager software. The results of the analysis indicate the values of the environmental affectations and the consumptions made by each element during the analyzed stages. The comparison allowed to find that the constructive solution with mayor environmental affectation in the analyzed categories is the GB wall, and that is mostly done in the production stage (A1-A3).","publication_date":{"day":17,"month":1,"year":2019,"errors":{}},"publication_name":"Proceedings","grobid_abstract_attachment_id":106724616},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305319/LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings","translated_internal_url":"","created_at":"2023-10-18T07:16:22.641-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724616,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724616/thumbnails/1.jpg","file_name":"proceedings-02-01595.pdf","download_url":"https://www.academia.edu/attachments/106724616/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"LCA_Analysis_of_Three_Types_of_Interior.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724616/proceedings-02-01595-libre.pdf?1697639517=\u0026response-content-disposition=attachment%3B+filename%3DLCA_Analysis_of_Three_Types_of_Interior.pdf\u0026Expires=1732776260\u0026Signature=IBlvEom~drbrw47gG0lG02KqxcLJDRCobGlvuj7rHFThU5IoaTDJX1UCvrcbKPzGiJfOqYVkjdr87iXz8R-hJvZSYA3tRNL1iVvkn9JYq6teWGL0AcOcLaE4UkN~6cMDSYwMB2ZQPlCZ44RkJFH2ROY9jKx-5w03NxqMBXfdDaNuVnxnrPnISfPRvK71~6OlbRQNUUXx3UAroJWn1gaQW0Ii5~lXcXTj62EULOGR9ADyFsZVFBV~-c5-dMa7VxpqIB~OKia65fqLsHpzResZDH2A7fCnevyyzqeGGB~ODa9pGzqslOVbK7X39oCSVo1goaQqgSpjYxkApJli4JsrUQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"LCA_Analysis_of_Three_Types_of_Interior_Partition_Walls_Used_in_Buildings","translated_slug":"","page_count":7,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José M Gómez-Soberón","url":"https://upc.academia.edu/JoseManuelGomezSoberon"},"attachments":[{"id":106724616,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724616/thumbnails/1.jpg","file_name":"proceedings-02-01595.pdf","download_url":"https://www.academia.edu/attachments/106724616/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"LCA_Analysis_of_Three_Types_of_Interior.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724616/proceedings-02-01595-libre.pdf?1697639517=\u0026response-content-disposition=attachment%3B+filename%3DLCA_Analysis_of_Three_Types_of_Interior.pdf\u0026Expires=1732776260\u0026Signature=IBlvEom~drbrw47gG0lG02KqxcLJDRCobGlvuj7rHFThU5IoaTDJX1UCvrcbKPzGiJfOqYVkjdr87iXz8R-hJvZSYA3tRNL1iVvkn9JYq6teWGL0AcOcLaE4UkN~6cMDSYwMB2ZQPlCZ44RkJFH2ROY9jKx-5w03NxqMBXfdDaNuVnxnrPnISfPRvK71~6OlbRQNUUXx3UAroJWn1gaQW0Ii5~lXcXTj62EULOGR9ADyFsZVFBV~-c5-dMa7VxpqIB~OKia65fqLsHpzResZDH2A7fCnevyyzqeGGB~ODa9pGzqslOVbK7X39oCSVo1goaQqgSpjYxkApJli4JsrUQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":422,"name":"Computer Science","url":"https://www.academia.edu/Documents/in/Computer_Science"},{"id":40276,"name":"Proceedings","url":"https://www.academia.edu/Documents/in/Proceedings"},{"id":81481,"name":"Embodied Energy","url":"https://www.academia.edu/Documents/in/Embodied_Energy"},{"id":180056,"name":"Gypsum","url":"https://www.academia.edu/Documents/in/Gypsum"}],"urls":[{"id":34825071,"url":"https://www.mdpi.com/2504-3900/2/22/1595/pdf?version=1547707958"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="108305318"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain"><img alt="Research paper thumbnail of An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain" class="work-thumbnail" src="https://attachments.academia-assets.com/106724617/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain">An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Dec 21, 2016</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="1afe8361ee5941593d86305f7bb3812b" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724617,&quot;asset_id&quot;:108305318,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724617/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305318"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305318"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305318; 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Although some research is currently being carried out into recycled mortars, little is known about their stress-strain (σ-ε); therefore, this work will provide the experimental results obtained from recycled mortars with recycled ceramic aggregates (with contents of 0%, 10%, 20%, 30%, 50% and 100%), such as the density and compression strength, as well as the σ-ε curves representative of their behavior. The values obtained from the analytical process of the results in order to finally obtain, through numerical analysis, the equations to predict their behavior (related to their recycled content) are those of: σ (elastic ranges and failure maximum), ε (elastic ranges and failure maximum), and Resilience and Toughness. At the end of the investigation, it is established that mortars with recycled ceramic aggregate contents of up to 20% could be assimilated just like mortars with the usual aggregates, and the obtained prediction equations could be used in cases of similar applications.","publication_date":{"day":21,"month":12,"year":2016,"errors":{}},"publication_name":"Materials","grobid_abstract_attachment_id":106724617},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305318/An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain","translated_internal_url":"","created_at":"2023-10-18T07:16:22.444-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724617,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724617/thumbnails/1.jpg","file_name":"pdf.pdf","download_url":"https://www.academia.edu/attachments/106724617/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"An_Experimental_Study_of_Mortars_with_Re.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724617/pdf-libre.pdf?1697639542=\u0026response-content-disposition=attachment%3B+filename%3DAn_Experimental_Study_of_Mortars_with_Re.pdf\u0026Expires=1732776260\u0026Signature=RQglS2Bp4lXYoDT1OjA1A4bO0tWo~Y7EL0TdVlDvlnx1TZtgyP80q5MA~mAc2FI08YeIIhea7zO0-pbvv2IpKenBtl57eQPxYVyMBEujscb0H1-KlN5fI~7Ld32J8356Zb8HmWEBuBjuwA0Ru7Y~jv-ljqA6mFMZzKDqfEA-0WsDdBRaLxHbvytITBbJcxkcyIbn9v~s5jZEQ-cPJOkJEnLN6G6v66Tw5Rm2B3WBSzT4U~3SRXFZ~dkEHN-4GzuqoGOwwkLtTvetRFpA68GUQYxkATdxMaRXTovfl7zUPDKzx6lsj9aa-tMQQj~y1lvySxrUiOhDrxSWJMaXY5N8Kg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"An_Experimental_Study_of_Mortars_with_Recycled_Ceramic_Aggregates_Deduction_and_Prediction_of_the_Stress_Strain","translated_slug":"","page_count":24,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José 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A Quantitative Comparison of Porosity and the ITZ" class="work-thumbnail" src="https://attachments.academia-assets.com/106724619/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/108305317/SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ">SEM Image Analysis in Permeable Recycled Concretes with Silica Fume. A Quantitative Comparison of Porosity and the ITZ</a></div><div class="wp-workCard_item"><span>Materials</span><span>, Jul 8, 2019</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="54a281a173de7521859a8ab14b4b1db8" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{&quot;attachment_id&quot;:106724619,&quot;asset_id&quot;:108305317,&quot;asset_type&quot;:&quot;Work&quot;,&quot;button_location&quot;:&quot;profile&quot;}" href="https://www.academia.edu/attachments/106724619/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="108305317"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span><span id="work-strip-rankings-button-container"></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="108305317"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 108305317; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=108305317]").text(description); $(".js-view-count[data-work-id=108305317]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 108305317; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='108305317']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 108305317, container: "", }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-f77ea15d77ce96025a6048a514272ad8becbad23c641fc2b3bd6e24ca6ff1932.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "54a281a173de7521859a8ab14b4b1db8" } } $('.js-work-strip[data-work-id=108305317]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":108305317,"title":"SEM Image Analysis in Permeable Recycled Concretes with Silica Fume. A Quantitative Comparison of Porosity and the ITZ","translated_title":"","metadata":{"publisher":"Multidisciplinary Digital Publishing Institute","grobid_abstract":"Recycled aggregates (RA) from construction and demolition can be used in permeable concretes (PC), improving the environment. PCs have a significant porous network, their cement paste and the interaction between the paste and the RA establishing their strength. Therefore, it is important to evaluate the porosity in the interfacial transition zones. The porosity of the cement paste, the aggregate and the interfacial transitional zones (ITZ) of a PC with recycled coarse aggregates (RCA) and silica fume (SF) is measured by means of image analysis-scanning electron microscope (IA)-(SEM) and by mapping the chemical elements with an SEM-EDS (energy dispersive spectrometer) detector microanalysis linked to the SEM and, as a contrast, the mercury intrusion porosimetry technique (MIP). In the IA process, a \"mask\" was created for the aggregate and another for the paste, which determined the porosity percentage (for the anhydrous material and the products of hydration). The results showed that using SF caused a reduction (32%) in the cement paste porosity in comparison with the PC with RA. The use of RA in the PC led to a significant increase (190%) in the porosity at different thicknesses of ITZ compared with the reference PC. Finally, the MIP study shows that the use of SF caused a decrease in the micropores, mesopores and macropores.","publication_date":{"day":8,"month":7,"year":2019,"errors":{}},"publication_name":"Materials","grobid_abstract_attachment_id":106724619},"translated_abstract":null,"internal_url":"https://www.academia.edu/108305317/SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ","translated_internal_url":"","created_at":"2023-10-18T07:16:22.237-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":46214624,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[],"downloadable_attachments":[{"id":106724619,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/106724619/thumbnails/1.jpg","file_name":"materials-12-02201.pdf","download_url":"https://www.academia.edu/attachments/106724619/download_file?st=MTczMjc3MjY2MSw4LjIyMi4yMDguMTQ2&st=MTczMjc3MjY2MCw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"SEM_Image_Analysis_in_Permeable_Recycled.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/106724619/materials-12-02201-libre.pdf?1697639542=\u0026response-content-disposition=attachment%3B+filename%3DSEM_Image_Analysis_in_Permeable_Recycled.pdf\u0026Expires=1732776260\u0026Signature=AoNUzt4OOGO~ziu5ZtiCNGuubCKndE9cSahMm67SqCA0QoHoHMGWaKbOLU51KgJqcAc9MXQt4XVpoQQqFvsZaI2AhE0ViUSGhtDoQfHN~S6okPjFzUZuXcnXpyE~ASq78eyfcLVaCEsBYv6oLTywHiAMk5O20-YkbL~D9PbtlOX2iWVx-DVyqnNi0sKfM1zEQNcabL5nwGvEqfeiiS6Nb8NwW3hbSnTcUlnRDEaTqHtWOAlxLX3YbL040MUGWmMxYs4ZS8PMFq3dooEJ2tCRO4zAxnF6LoP-kzwSsfBd2vnHOaZ-NpAbf-FdkOeeFxs08RUNFQobZFzuJS7djhf3bw__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"SEM_Image_Analysis_in_Permeable_Recycled_Concretes_with_Silica_Fume_A_Quantitative_Comparison_of_Porosity_and_the_ITZ","translated_slug":"","page_count":19,"language":"en","content_type":"Work","owner":{"id":46214624,"first_name":"José","middle_initials":"M","last_name":"Gómez-Soberón","page_name":"JoseManuelGomezSoberon","domain_name":"upc","created_at":"2016-04-01T14:45:31.815-07:00","display_name":"José 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This study aims to contribute to the understanding of the behavior of the fundamental properties of concretes prepared with recycled coarse aggregates that incorporate in their matrix a polyethylene terephthalate-based additive in an attempt to reduce their high porosity. Techniques to measure the gas adsorption, water porosity and x-ray diffraction (XRD) were used to evaluate the effect of the additive on the physical, mechanical and microstructural properties of these concretes. 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