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class="uploads-container" 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 João Dourado</h3></div><div class="js-work-strip profile--work_container" data-work-id="14466452"><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/14466452/Seismicity_in_the_Continental_Shelf_off_SE_Brazil_and_the_5_2_mb_Sao_Vicente_Earthquake_of_2008_Further_Evidence_of_Flexural_Effects"><img alt="Research paper thumbnail of Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects" class="work-thumbnail" src="https://attachments.academia-assets.com/41195808/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/14466452/Seismicity_in_the_Continental_Shelf_off_SE_Brazil_and_the_5_2_mb_Sao_Vicente_Earthquake_of_2008_Further_Evidence_of_Flexural_Effects">Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazili...</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">The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazilian Atlantic passive margin. Earthquakes with magnitudes larger than 5 mb occur with a return period of 15 to 20 years. Seismic activity occurs mainly along the continental slope suggesting a close relationship with flexural stresses caused by the weight of the sediments. Superposition of regional compressional stresses (from plate boundary forces) with local compression in the upper crust (from flexural bending below the weight of the sediments) explains most of the seismicity pattern. Focal mechanism solutions of previous earthquake in this zone showed reverse faulting on planes dipping roughly 45 degrees, with horizontal P axes. The recent 5.2 mb earthquake of April 23rd, 2008 (125 km south of Sao Vicente), was well recorded by many stations is SE Brazil as well as teleseismic stations in North America, Africa and Antartica. The epicenter is located landwards of the edge of the contine...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="73d1fdbce9d033a902309c12702bffc1" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":41195808,"asset_id":14466452,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/41195808/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466452"><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="14466452"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466452; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466452]").text(description); $(".js-view-count[data-work-id=14466452]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466452; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466452']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466452, 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: "73d1fdbce9d033a902309c12702bffc1" } } $('.js-work-strip[data-work-id=14466452]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466452,"title":"Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects","translated_title":"","metadata":{"abstract":"The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazilian Atlantic passive margin. 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We present 17 new measurements of the upper mantle fast polarization directions derived from core refracted shear wave splitting (mainly SKS phases) recorded in poorly sampled regions, such as northern and northeastern Brazil. Despite the sparse data coverage of the South American stable platform, consistent orientations are observed over hundreds of kilometers. The fast polarization directions tend to be close to the absolute plate motion given by the hot-spot reference model HS3-NUVEL1A over most of the continent. A previous global comparison of the SKS fast polarization directions with flow models of the upper mantle by Conrad et al.(2007) showed relatively poor correlation in the continents, which was interpreted as evidence for a large contribution of ``frozen&#39;&#39; anisotropy in the lithosphere. 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$(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="14466447"><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/14466447/Shallow_geoelectric_methods_and_techniques_to_define_an_area_affected_by_roof_failure_of_an_urban_tunnel"><img alt="Research paper thumbnail of Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel" class="work-thumbnail" src="https://attachments.academia-assets.com/41195810/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/14466447/Shallow_geoelectric_methods_and_techniques_to_define_an_area_affected_by_roof_failure_of_an_urban_tunnel">Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel</a></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This paper presents a case study where geophysics was successfully applied to solve a complex pro...</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">This paper presents a case study where geophysics was successfully applied to solve a complex problem associated with a tunnel excavation accident in an urban area. It presents and describes the results obtained with geoelectrical methods applied in an emergencial task in a risky urban area in São Paulo City. It also compares the techniques and field arrays, ways to present and interpret the data. The employed methods were electroresistivity, induced polarization (IP) and self potential (SP). The objective of the survey was to delineate the extension of a roof failure of an urban tunnel under excavation beneath the Ibirapuera Park in order to orientate the volume of tunnel roof should be treated. Only two days (Saturday and Sunday) were available to carry out the survey and its interpretation. The results were considered satisfactory and brought a significant economy to the final cost of the tunnel. This economy was due to the decreasing of the remediation area from the initial 20 x...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="317bade7de154cfb5d77fdd972c14cf0" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":41195810,"asset_id":14466447,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/41195810/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466447"><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="14466447"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466447; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466447]").text(description); $(".js-view-count[data-work-id=14466447]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466447; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466447']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466447, 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: "317bade7de154cfb5d77fdd972c14cf0" } } $('.js-work-strip[data-work-id=14466447]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466447,"title":"Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel","translated_title":"","metadata":{"abstract":"This paper presents a case study where geophysics was successfully applied to solve a complex problem associated with a tunnel excavation accident in an urban area. It presents and describes the results obtained with geoelectrical methods applied in an emergencial task in a risky urban area in São Paulo City. It also compares the techniques and field arrays, ways to present and interpret the data. The employed methods were electroresistivity, induced polarization (IP) and self potential (SP). The objective of the survey was to delineate the extension of a roof failure of an urban tunnel under excavation beneath the Ibirapuera Park in order to orientate the volume of tunnel roof should be treated. Only two days (Saturday and Sunday) were available to carry out the survey and its interpretation. The results were considered satisfactory and brought a significant economy to the final cost of the tunnel. This economy was due to the decreasing of the remediation area from the initial 20 x...","publication_name":"Revista Brasileira de Geofísica"},"translated_abstract":"This paper presents a case study where geophysics was successfully applied to solve a complex problem associated with a tunnel excavation accident in an urban area. It presents and describes the results obtained with geoelectrical methods applied in an emergencial task in a risky urban area in São Paulo City. It also compares the techniques and field arrays, ways to present and interpret the data. The employed methods were electroresistivity, induced polarization (IP) and self potential (SP). The objective of the survey was to delineate the extension of a roof failure of an urban tunnel under excavation beneath the Ibirapuera Park in order to orientate the volume of tunnel roof should be treated. Only two days (Saturday and Sunday) were available to carry out the survey and its interpretation. The results were considered satisfactory and brought a significant economy to the final cost of the tunnel. This economy was due to the decreasing of the remediation area from the initial 20 x...","internal_url":"https://www.academia.edu/14466447/Shallow_geoelectric_methods_and_techniques_to_define_an_area_affected_by_roof_failure_of_an_urban_tunnel","translated_internal_url":"","created_at":"2015-07-28T11:31:29.095-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975551,"work_id":14466447,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel"},{"id":3975598,"work_id":14466447,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946225,"email":"j***s@usp.br","display_order":4194304,"name":"José Domingos Faraco Gallas","title":"Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel"},{"id":3975600,"work_id":14466447,"tagging_user_id":33409570,"tagged_user_id":44381452,"co_author_invite_id":119848,"email":"f***i@usp.br","display_order":6291456,"name":"Fabio Taioli","title":"Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel"}],"downloadable_attachments":[{"id":41195810,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/41195810/thumbnails/1.jpg","file_name":"53fc57df0cf2dca8ffff10a0.pdf20160115-19908-1vlpprj.pdf","download_url":"https://www.academia.edu/attachments/41195810/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Shallow_geoelectric_methods_and_techniqu.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/41195810/53fc57df0cf2dca8ffff10a0.pdf20160115-19908-1vlpprj-libre.pdf?1452861976=\u0026response-content-disposition=attachment%3B+filename%3DShallow_geoelectric_methods_and_techniqu.pdf\u0026Expires=1733272771\u0026Signature=QxTMVy-zBJr7gvX8wzKAvpsvzSyuzq0A0BanlpYu1T5Mz0KVtMNVXc68FeytcHzwb~agYao6P-xP5IjArpmbTcunN9rZYPalrvYBGh5a4ZE8v7p6sG7LO8izRS~GU6UOC3G7oEzNUgTh85Xc-XWRfqN33Dwtt406yz4SKO8tBlr~ljCpPsEiDfV-XuS8xrv0G6IWIf7zrO3GRGw2QoUd0qkkt8kGVwu-m8VCV7ceXhWwX~k4oNSr2d3Z-z4V4DeHyY0E8GgrCZrItvHPbrDnR2~H6KFkAm9mSjJyUQo9DR4X0d3txJnTI7QdVV-gMW7CCc1nbbqlheVXLNuXaJ~zpA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Shallow_geoelectric_methods_and_techniques_to_define_an_area_affected_by_roof_failure_of_an_urban_tunnel","translated_slug":"","page_count":14,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":41195810,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/41195810/thumbnails/1.jpg","file_name":"53fc57df0cf2dca8ffff10a0.pdf20160115-19908-1vlpprj.pdf","download_url":"https://www.academia.edu/attachments/41195810/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Shallow_geoelectric_methods_and_techniqu.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/41195810/53fc57df0cf2dca8ffff10a0.pdf20160115-19908-1vlpprj-libre.pdf?1452861976=\u0026response-content-disposition=attachment%3B+filename%3DShallow_geoelectric_methods_and_techniqu.pdf\u0026Expires=1733272771\u0026Signature=QxTMVy-zBJr7gvX8wzKAvpsvzSyuzq0A0BanlpYu1T5Mz0KVtMNVXc68FeytcHzwb~agYao6P-xP5IjArpmbTcunN9rZYPalrvYBGh5a4ZE8v7p6sG7LO8izRS~GU6UOC3G7oEzNUgTh85Xc-XWRfqN33Dwtt406yz4SKO8tBlr~ljCpPsEiDfV-XuS8xrv0G6IWIf7zrO3GRGw2QoUd0qkkt8kGVwu-m8VCV7ceXhWwX~k4oNSr2d3Z-z4V4DeHyY0E8GgrCZrItvHPbrDnR2~H6KFkAm9mSjJyUQo9DR4X0d3txJnTI7QdVV-gMW7CCc1nbbqlheVXLNuXaJ~zpA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[{"id":5020844,"url":"http://www.researchgate.net/profile/Fabio_Taioli/publication/262441105_Shallow_geoelectric_methods_and_techniques_to_define_an_area_affected_by_roof_failure_of_an_urban_tunnel/links/53fc57df0cf2dca8ffff10a0.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="14466446"><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/14466446/The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_S%C3%A3o_Paulo_Brazil"><img alt="Research paper thumbnail of The use of shallow seismic reflection technique in near surface exploration of urban sites: an evaluation in the city of São Paulo, Brazil" class="work-thumbnail" src="https://attachments.academia-assets.com/44130464/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/14466446/The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_S%C3%A3o_Paulo_Brazil">The use of shallow seismic reflection technique in near surface exploration of urban sites: an evaluation in the city of São Paulo, Brazil</a></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2001</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ff96334a4156afafdfebfcfdd76848ec" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130464,"asset_id":14466446,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130464/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466446"><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="14466446"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466446; 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The data were acquired using a 24-bit, 24-channel seismograph, 30 and 100 Hz geophones and a sledgehammer-plate system as seismic source. Seismic reflection data were recorded using a CMP (common mid point) acquisition method. The processing routine consisted of: prestack band-pass filtering (90-250 Hz); automatic gain control (AGC); muting (digital zeroin) of dead/noisy traces, ground roll, air-wave and refractedwave; CMP sorting; velocity analyses; normal move-out corrections; residual static corrections; f-k filtering; CMP stacking. The near surface is geologically characterized by unconsolidated \"fill\" materials and Quaternary sediments with organic material overlying Tertiary sediments with the water table 2 to 5 m below the surface. The basement is composed of granite and gneiss. Reflections were observed from 40 milliseconds to 65 ms two-way traveltime and were related to the silt clay layer and fine sand layer contact of the Tertiary sediments and to the weathered basement. The CMP seismic-reflection technique has been shown to be useful for mapping the sedimentary layers and the bedrock of the São Paulo sedimentary basin for the purposes of shallow investigations related to engineering problems. In spite of the strong cultural noise observed in these urban areas and problems with planting geophones we verified that, with the proper equipment, field parameters and particularly great care in data collection and processing, we can overcome the adverse field conditions and to image reflections from layers as shallow as 20 meters.","publication_date":{"day":null,"month":null,"year":2001,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130464},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466446/The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_S%C3%A3o_Paulo_Brazil","translated_internal_url":"","created_at":"2015-07-28T11:31:29.000-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975546,"work_id":14466446,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"The use of shallow seismic reflection technique in near surface exploration of urban sites: an evaluation in the city of São Paulo, Brazil"}],"downloadable_attachments":[{"id":44130464,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130464/thumbnails/1.jpg","file_name":"The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj.pdf","download_url":"https://www.academia.edu/attachments/44130464/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_use_of_shallow_seismic_reflection_te.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130464/The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DThe_use_of_shallow_seismic_reflection_te.pdf\u0026Expires=1733272771\u0026Signature=EUpYbBTnwtAjesNoIrJlK-T1piM05Nb1SI-G~Wca8yf-ii2Hx4~dSL8u2b-dLRHyXCSFrYS6XhV1LhY2jF1FjwtOtU5THVI0AyrlZZmGABplPuC29UyWlA05OqdeGesHYALsh38x62zu-9aL~RXWDmw6Zbcs4ReQnMwpxAK5Dco5Ey2zeOfVEvfrU4vpFf~92HrT7l8MGxhKdeY5YZo4tVpQ9HtKiPrYl5oY2KV-o0PejKC1DrIw-6qs4Q5zESxyf0vikd4Ntao1GAL-~i2XQ68nzqgnB4GlL~iIkuWFysJpFsrqD2lOQ01rOGUB5yxkzXDe60r2IxuesvE5Zq~o-Q__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_São_Paulo_Brazil","translated_slug":"","page_count":10,"language":"en","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130464,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130464/thumbnails/1.jpg","file_name":"The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj.pdf","download_url":"https://www.academia.edu/attachments/44130464/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_use_of_shallow_seismic_reflection_te.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130464/The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DThe_use_of_shallow_seismic_reflection_te.pdf\u0026Expires=1733272771\u0026Signature=EUpYbBTnwtAjesNoIrJlK-T1piM05Nb1SI-G~Wca8yf-ii2Hx4~dSL8u2b-dLRHyXCSFrYS6XhV1LhY2jF1FjwtOtU5THVI0AyrlZZmGABplPuC29UyWlA05OqdeGesHYALsh38x62zu-9aL~RXWDmw6Zbcs4ReQnMwpxAK5Dco5Ey2zeOfVEvfrU4vpFf~92HrT7l8MGxhKdeY5YZo4tVpQ9HtKiPrYl5oY2KV-o0PejKC1DrIw-6qs4Q5zESxyf0vikd4Ntao1GAL-~i2XQ68nzqgnB4GlL~iIkuWFysJpFsrqD2lOQ01rOGUB5yxkzXDe60r2IxuesvE5Zq~o-Q__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":716370,"name":"Seismic reflection","url":"https://www.academia.edu/Documents/in/Seismic_reflection"}],"urls":[]}, dispatcherData: dispatcherData }); 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Malagutti</a></span></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2001</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="61e6587275ec79b018fe9a582f810e31" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130462,"asset_id":14466444,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130462/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466444"><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="14466444"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466444; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466444]").text(description); $(".js-view-count[data-work-id=14466444]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466444; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466444']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466444, 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: "61e6587275ec79b018fe9a582f810e31" } } $('.js-work-strip[data-work-id=14466444]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466444,"title":"Métodos e técnicas geoelétricas rasas na delimitação de área afetada por ruptura em teto de túnel urbano","translated_title":"","metadata":{"grobid_abstract":"Este trabalho apresenta um uso da geofísica aplicada em uma situação de ambiente urbano. O objetivo dos levantamentos foi o de delimitar a extensão da zona afetada por um colapso e desmoronamento do teto de um túnel em construção sob o Parque do Ibirapuera na capital paulista. São descritos e apresentados os resultados obtidos através do emprego dos métodos geofísicos geoelétricos e suas técnicas, em uma situação emergencial e de risco em uma área urbana na cidade de São Paulo. Também são comparadas as técnicas/arranjos de campo e a forma de apresentação e interpretação dos mesmos. Os métodos empregados foram a Eletrorresistividade, Polarização Induzida (IP) e Potencial Espontâneo (SP). Os trabalhos de campo e interpretação preliminar foram efetuados em apwenas um fim de semana (sábado e domingo). 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$(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="14466440"><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/14466440/Modelagem_gravim%C3%A9trica_no_Lineamento_Guapiara_sul_do_Estado_de_S%C3%A3o_Paulo"><img alt="Research paper thumbnail of Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo" class="work-thumbnail" src="https://attachments.academia-assets.com/44130469/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/14466440/Modelagem_gravim%C3%A9trica_no_Lineamento_Guapiara_sul_do_Estado_de_S%C3%A3o_Paulo">Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://unesp.academia.edu/Jo%C3%A3oDourado">João Dourado</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/C%C3%A9sarMoreira">César Moreira</a></span></div><div class="wp-workCard_item"><span>Revista do Instituto Geológico</span><span>, 2013</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="d1fa01f2474915927b0e605fbe4aece3" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130469,"asset_id":14466440,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130469/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466440"><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="14466440"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466440; 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O presente trabalho teve por finalidade a interpretação e modelagem de dados gravimétricos coletados entre as cidades de Capão Bonito e Apiaí (SP), em escala de semi-detalhe, para reconhecimento da geometria da compartimentação crustal ao longo desse lineamento. Os mapas da anomalia Bouguer na área revelam uma notável anomalia gravimétrica positiva de direção NW-SE, que coincide com a orientação da maior concentração de diques associados ao Lineamento Guapiara. O modelo crustal elaborado a partir das anomalias caracteriza um significativo afinamento da crosta na área e corrobora trabalhos anteriores. Esse afinamento seria decorrência da subida do manto, reflexo da atividade epirogenética gerada pela propagação dos esforços tectônicos divergentes que ocorreram na margem da Placa Sul-Americana durante o Cretáceo.","publication_date":{"day":null,"month":null,"year":2013,"errors":{}},"publication_name":"Revista do Instituto Geológico","grobid_abstract_attachment_id":44130469},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466440/Modelagem_gravim%C3%A9trica_no_Lineamento_Guapiara_sul_do_Estado_de_S%C3%A3o_Paulo","translated_internal_url":"","created_at":"2015-07-28T11:31:28.381-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975554,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"},{"id":3975558,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":33497320,"co_author_invite_id":946213,"email":"c***a@yahoo.com.br","display_order":4194304,"name":"César Moreira","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"},{"id":3975604,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946227,"email":"m***s@hotmail.com","display_order":6291456,"name":"Mariana Fernandes","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"}],"downloadable_attachments":[{"id":44130469,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130469/thumbnails/1.jpg","file_name":"Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc.pdf","download_url":"https://www.academia.edu/attachments/44130469/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Modelagem_gravimetrica_no_Lineamento_Gua.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130469/Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc-libre.pdf?1459036869=\u0026response-content-disposition=attachment%3B+filename%3DModelagem_gravimetrica_no_Lineamento_Gua.pdf\u0026Expires=1733272771\u0026Signature=OBDjCfcLHjEmJxaF8qB419EvhgyrbJ7j3JnI5D2yPMh8wTKABUaQGUNwUQTWxj0Bj4XIPXeUvAwpqW~9cRQuA8dv5P4c~wsw54DMhKRS03iyR2BlTP9kQ3rvU42V7e2IaX1wizSR-UkWc24whWtQEHow6nZ6flzR4~~9Lv~~Opw1cE~himtnozBX6LdpdGJCQfnoyxDRuSrvpq91xYiwFTd~my6CcR~SWS0NHTc37KPynEqdYYYEFH7pUwUd9ZCXn3o9KuHy0jMG05ladrWbaKKwq8sNoJf6p2l2hZnip9EqG4abdLmMWyGWU40jC3qj7jNIuzSfW0qwovjzdZxTEg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Modelagem_gravimétrica_no_Lineamento_Guapiara_sul_do_Estado_de_São_Paulo","translated_slug":"","page_count":10,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130469,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130469/thumbnails/1.jpg","file_name":"Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc.pdf","download_url":"https://www.academia.edu/attachments/44130469/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Modelagem_gravimetrica_no_Lineamento_Gua.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130469/Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc-libre.pdf?1459036869=\u0026response-content-disposition=attachment%3B+filename%3DModelagem_gravimetrica_no_Lineamento_Gua.pdf\u0026Expires=1733272771\u0026Signature=OBDjCfcLHjEmJxaF8qB419EvhgyrbJ7j3JnI5D2yPMh8wTKABUaQGUNwUQTWxj0Bj4XIPXeUvAwpqW~9cRQuA8dv5P4c~wsw54DMhKRS03iyR2BlTP9kQ3rvU42V7e2IaX1wizSR-UkWc24whWtQEHow6nZ6flzR4~~9Lv~~Opw1cE~himtnozBX6LdpdGJCQfnoyxDRuSrvpq91xYiwFTd~my6CcR~SWS0NHTc37KPynEqdYYYEFH7pUwUd9ZCXn3o9KuHy0jMG05ladrWbaKKwq8sNoJf6p2l2hZnip9EqG4abdLmMWyGWU40jC3qj7jNIuzSfW0qwovjzdZxTEg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, 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="14466439"><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/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR"><img alt="Research paper thumbnail of Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR" class="work-thumbnail" src="https://attachments.academia-assets.com/44130468/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/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR">Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR</a></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2001</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="cd51d4055de18c2669f644b442e1906c" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130468,"asset_id":14466439,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466439"><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="14466439"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466439; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "cd51d4055de18c2669f644b442e1906c" } } $('.js-work-strip[data-work-id=14466439]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466439,"title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR","translated_title":"","metadata":{"grobid_abstract":"Este trabalho mostra os resultados obtidos com a realização de ensaios geofísicos na em áreas de lavra de areia, no município de Descalvado, SP. O objetivo dos ensaios é o de detectar cavidades no interior de arenitos, pertencentes às Formações Pirambóia e Botucatu. Estas cavidades formaram-se com o rebaixamento do lençol freático, necessário para as operações de extração da areia. As técnicas geofísicas utilizadas foram: gravimetria, eletrorresistividade (caminhamento elétrico dipolo-dipolo) e radar de penetração no solo (GPR). Na primeira etapa dos trabalhos foram utilizados a gravimetria e a eletrorresistividade em uma bancada onde ocorreu um desmoronamento devido ao abatimento do teto de uma cavidade. Os resultados obtidos com estas duas técnicas foram coerentes pois a gravimetria mostrou baixos gravimétricos indicando uma \"ausência de massa\" na área de influência da cavidade e o caminhamento detectou um esperado aumento de resistividade elétrica nesta mesma área. Na segunda etapa, com a realização dos ensaios de GPR em uma bancada próxima à anterior, foi possível detectar cavidades por meio das feições hiperbólicas detectadas nos radargramas.","publication_date":{"day":null,"month":null,"year":2001,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130468},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR","translated_internal_url":"","created_at":"2015-07-28T11:31:28.305-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975550,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975563,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946214,"email":"a***a@yamana.com","display_order":4194304,"name":"Antonio De Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975567,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946215,"email":"e***o@rc.unesp.br","display_order":6291456,"name":"Antonio Celso Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975570,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946216,"email":"a***a@rc.unesp.br","display_order":7340032,"name":"Antonio Celso De Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975592,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946220,"email":"n***a@mjundu.com.br","display_order":7864320,"name":"Noedir Nava","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"}],"downloadable_attachments":[{"id":44130468,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130468/thumbnails/1.jpg","file_name":"Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5.pdf","download_url":"https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Deteccao_de_cavidades_em_arenitos_utiliz.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130468/Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DDeteccao_de_cavidades_em_arenitos_utiliz.pdf\u0026Expires=1733272771\u0026Signature=HHCQTdx7cXbx1M7klvj~xM2wQp842aagNsF8xXlZT2qBiBQzvCXSnhp366j7jLjWbZnMVZehk9zp9s9YYXj9CH8bXuWRexiNzFYugEglzHo~WTdv~uOhT46wUTrHePKgbNR3ObfjzPAQ7ILUs81Msi~U~YWBBIo3Vieu9Y2MMxapsQ5~NYtvhTynvK23UHZm5v881IeUQmtXZSvp2MK315Aya3qf59DmIrBp2FYvoXg~ZqQhrfz7Th-Djr90xBYDWpoLhN2yV8Zrcq9ZJ8lT1QfXe5KPvnd9iaoGP4ycNLRKXmB~nlepCTHLZdxweBnMU5M5bUCI00HRdQMxXmzbQQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Detecção_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR","translated_slug":"","page_count":14,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130468,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130468/thumbnails/1.jpg","file_name":"Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5.pdf","download_url":"https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Deteccao_de_cavidades_em_arenitos_utiliz.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130468/Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DDeteccao_de_cavidades_em_arenitos_utiliz.pdf\u0026Expires=1733272771\u0026Signature=HHCQTdx7cXbx1M7klvj~xM2wQp842aagNsF8xXlZT2qBiBQzvCXSnhp366j7jLjWbZnMVZehk9zp9s9YYXj9CH8bXuWRexiNzFYugEglzHo~WTdv~uOhT46wUTrHePKgbNR3ObfjzPAQ7ILUs81Msi~U~YWBBIo3Vieu9Y2MMxapsQ5~NYtvhTynvK23UHZm5v881IeUQmtXZSvp2MK315Aya3qf59DmIrBp2FYvoXg~ZqQhrfz7Th-Djr90xBYDWpoLhN2yV8Zrcq9ZJ8lT1QfXe5KPvnd9iaoGP4ycNLRKXmB~nlepCTHLZdxweBnMU5M5bUCI00HRdQMxXmzbQQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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The depths obtained for the Moho discontinuity range from 36 to 44 km. A systematic variation of Moho depths with azimuth was observed. Larger values were obtained with events arriving from the North and the values of 36 km were observed with teleseisms arriving from the SW. This result shows that in the region there is an elevation of the Moho discontinuity near the Domo de Pitanga structural high. This result probably indicates a tectonic origin for this structure caused by deep deformation processes involving the whole lithosphere. RESUMO. Este trabalho apresenta a interpretação da função do receptor determinada para os eventos registrados na Estação Sismológica de Rio Claro, em operação desde outubro de 2002. As profundidades calculadas para a Moho variaram de 36 a 44 km. A análise da variação dos valores de profundidade mostra que eles estão associados aos azimutes dos eventos. Portanto decidiu-se fazer uma análise azimutal dos resultados obtidos. Os maiores valores foram calculados para eventos que se localizamà norte da estação e os valores de 36 km foram calculados para telessismos do quadrante SW. Estes resultados mostram que existe uma elevação da Moho na direção da estrutura \"Domo de Pitanga\". 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$(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="14466435"><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/14466435/Intraplate_seismicity_in_Brazil"><img alt="Research paper thumbnail of Intraplate seismicity in Brazil" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.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/14466435/Intraplate_seismicity_in_Brazil">Intraplate seismicity in Brazil</a></div><div class="wp-workCard_item"><span>Intraplate Earthquakes</span><span>, 2014</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution o...</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">ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. This large mid-plate region is one of the least seismically active stable continental regions (SCR) in the world: the maximum known earthquake had a magnitude of 6.2 mb and events with magnitudes 5 and above occur with a return period of 4 years. Several seismic zones can be delineated in Brazil, including some along craton edges and in sedimentary basins. Overall, the exposed cratonic regions tend to have half as many earthquakes compared to the average expected rate for all of mid-plate South America. Earthquakes tend to occur in Neoproterozoic foldbelts especially in areas of thin lithosphere, or near craton edges around cratonic keels. Areas with positive isostatic gravity anomalies tend to have more earthquakes, indicating that flexural stresses from uncompensated lithospheric loads are an important factor in explaining the intraplate seismicity. We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.</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="14466435"><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="14466435"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466435; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466435]").text(description); $(".js-view-count[data-work-id=14466435]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466435; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466435']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466435, 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" } } $('.js-work-strip[data-work-id=14466435]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466435,"title":"Intraplate seismicity in Brazil","translated_title":"","metadata":{"abstract":"ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. This large mid-plate region is one of the least seismically active stable continental regions (SCR) in the world: the maximum known earthquake had a magnitude of 6.2 mb and events with magnitudes 5 and above occur with a return period of 4 years. Several seismic zones can be delineated in Brazil, including some along craton edges and in sedimentary basins. Overall, the exposed cratonic regions tend to have half as many earthquakes compared to the average expected rate for all of mid-plate South America. Earthquakes tend to occur in Neoproterozoic foldbelts especially in areas of thin lithosphere, or near craton edges around cratonic keels. Areas with positive isostatic gravity anomalies tend to have more earthquakes, indicating that flexural stresses from uncompensated lithospheric loads are an important factor in explaining the intraplate seismicity. We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.","publication_date":{"day":null,"month":null,"year":2014,"errors":{}},"publication_name":"Intraplate Earthquakes"},"translated_abstract":"ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. This large mid-plate region is one of the least seismically active stable continental regions (SCR) in the world: the maximum known earthquake had a magnitude of 6.2 mb and events with magnitudes 5 and above occur with a return period of 4 years. Several seismic zones can be delineated in Brazil, including some along craton edges and in sedimentary basins. Overall, the exposed cratonic regions tend to have half as many earthquakes compared to the average expected rate for all of mid-plate South America. Earthquakes tend to occur in Neoproterozoic foldbelts especially in areas of thin lithosphere, or near craton edges around cratonic keels. Areas with positive isostatic gravity anomalies tend to have more earthquakes, indicating that flexural stresses from uncompensated lithospheric loads are an important factor in explaining the intraplate seismicity. We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.","internal_url":"https://www.academia.edu/14466435/Intraplate_seismicity_in_Brazil","translated_internal_url":"","created_at":"2015-07-28T11:31:27.982-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975575,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":32592394,"co_author_invite_id":null,"email":"m***o@iag.usp.br","display_order":0,"name":"Marcelo Assumpção","title":"Intraplate seismicity in Brazil"},{"id":3975582,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946217,"email":"r***a@ipt.br","display_order":4194304,"name":"L. 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Among these, electric resistivity is more usually used in studies of contaminants in soil and groundwater, due to the high contrast of electric properties between the soil and the pollutant types frequently found, essentially constituted of composed organic and inorganic. Geophysical studies in impacted areas by petroleum products may be describe by anomalies of both low resistivity and high resistivities, confirmed as contaminant by chemical analyses. This apparent contradiction can reflect processes of degradation of the contaminants, directly associated with its residence time in the soil, through the generation of by-products that change the physical properties of the soil and groundwater, principally for the mineral dissolution by action of organic acids and by formation of minerals of oxides and hydroxides minerals. Natural attenuation defines a series of physical, chemical and biological processes that allow the degradation, dispersion and dilution of contaminants in a natural form, in other words, free from human intervention. This paper presents the application of electrical profiling technique in a contaminated industrial area for benzene, toluene, xylene, 1,2 dichloroethene and inorganic salts and it discusses the physical alterations of the contaminated soil through the obtained results, under the optics of the Natural Attenuation in course in the area of study.","publication_date":{"day":null,"month":null,"year":2006,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130480},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466434/Aplica%C3%A7%C3%A3o_da_t%C3%A9cnica_de_caminhamento_el%C3%A9trico_em_%C3%A1rea_contaminada_por_derivados_de_petr%C3%B3leo","translated_internal_url":"","created_at":"2015-07-28T11:31:27.894-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975555,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":33497320,"co_author_invite_id":946213,"email":"c***a@yahoo.com.br","display_order":0,"name":"César Moreira","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"},{"id":3975560,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946214,"email":"a***a@yamana.com","display_order":4194304,"name":"Antonio De Oliveira Braga","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"},{"id":3975564,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946215,"email":"e***o@rc.unesp.br","display_order":6291456,"name":"Antonio Celso Oliveira Braga","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"}],"downloadable_attachments":[{"id":44130480,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130480/thumbnails/1.jpg","file_name":"Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t.pdf","download_url":"https://www.academia.edu/attachments/44130480/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Aplicacao_da_tecnica_de_caminhamento_ele.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130480/Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DAplicacao_da_tecnica_de_caminhamento_ele.pdf\u0026Expires=1733272772\u0026Signature=TSAN7YKH~sweTdvh32cub3VGwzoq-z5Sk2U2IoFmT-lF38ws9XXwd3TAMMyE3gMKG-9eSRwOJKgEWvt9GorOXiOaAS430AA3nReS9JTBSCg1OuaylR7wCQEvz4IeOaMGMo6S6Ap5k6XcOZwEsiEQi9dpzAF1bccJZzfBi4G5bdWrs7NuR6d~9mqv2FbrCE2EXJDYfSO-QzUgnSe5vqzCsciuR6mn2G7piP37Fvulpk0TEut7mU5lQHay8qIvnHIHmxVeyCvOhyfQuruh~i6queUu-W2xyNx9Q381cuUtdh11cqK-SiUNjPgmH58b0HroIwxN5wvwLZG8WltwDhlobA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Aplicação_da_técnica_de_caminhamento_elétrico_em_área_contaminada_por_derivados_de_petróleo","translated_slug":"","page_count":10,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130480,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130480/thumbnails/1.jpg","file_name":"Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t.pdf","download_url":"https://www.academia.edu/attachments/44130480/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Aplicacao_da_tecnica_de_caminhamento_ele.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130480/Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DAplicacao_da_tecnica_de_caminhamento_ele.pdf\u0026Expires=1733272772\u0026Signature=TSAN7YKH~sweTdvh32cub3VGwzoq-z5Sk2U2IoFmT-lF38ws9XXwd3TAMMyE3gMKG-9eSRwOJKgEWvt9GorOXiOaAS430AA3nReS9JTBSCg1OuaylR7wCQEvz4IeOaMGMo6S6Ap5k6XcOZwEsiEQi9dpzAF1bccJZzfBi4G5bdWrs7NuR6d~9mqv2FbrCE2EXJDYfSO-QzUgnSe5vqzCsciuR6mn2G7piP37Fvulpk0TEut7mU5lQHay8qIvnHIHmxVeyCvOhyfQuruh~i6queUu-W2xyNx9Q381cuUtdh11cqK-SiUNjPgmH58b0HroIwxN5wvwLZG8WltwDhlobA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> </div><div class="profile--tab_content_container js-tab-pane tab-pane" data-section-id="3296969" id="papers"><div class="js-work-strip profile--work_container" data-work-id="14466452"><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/14466452/Seismicity_in_the_Continental_Shelf_off_SE_Brazil_and_the_5_2_mb_Sao_Vicente_Earthquake_of_2008_Further_Evidence_of_Flexural_Effects"><img alt="Research paper thumbnail of Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects" class="work-thumbnail" src="https://attachments.academia-assets.com/41195808/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/14466452/Seismicity_in_the_Continental_Shelf_off_SE_Brazil_and_the_5_2_mb_Sao_Vicente_Earthquake_of_2008_Further_Evidence_of_Flexural_Effects">Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazili...</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">The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazilian Atlantic passive margin. Earthquakes with magnitudes larger than 5 mb occur with a return period of 15 to 20 years. Seismic activity occurs mainly along the continental slope suggesting a close relationship with flexural stresses caused by the weight of the sediments. Superposition of regional compressional stresses (from plate boundary forces) with local compression in the upper crust (from flexural bending below the weight of the sediments) explains most of the seismicity pattern. Focal mechanism solutions of previous earthquake in this zone showed reverse faulting on planes dipping roughly 45 degrees, with horizontal P axes. The recent 5.2 mb earthquake of April 23rd, 2008 (125 km south of Sao Vicente), was well recorded by many stations is SE Brazil as well as teleseismic stations in North America, Africa and Antartica. The epicenter is located landwards of the edge of the contine...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="73d1fdbce9d033a902309c12702bffc1" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":41195808,"asset_id":14466452,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/41195808/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466452"><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="14466452"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466452; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466452]").text(description); $(".js-view-count[data-work-id=14466452]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466452; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466452']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466452, 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: "73d1fdbce9d033a902309c12702bffc1" } } $('.js-work-strip[data-work-id=14466452]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466452,"title":"Seismicity in the Continental Shelf off SE Brazil and the 5.2 mb Sao Vicente Earthquake of 2008: Further Evidence of Flexural Effects","translated_title":"","metadata":{"abstract":"The continental shelf off SE Brazil is one of the main intraplate seismic zones along the Brazilian Atlantic passive margin. 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We present 17 new measurements of the upper mantle fast polarization directions derived from core refracted shear wave splitting (mainly SKS phases) recorded in poorly sampled regions, such as northern and northeastern Brazil. Despite the sparse data coverage of the South American stable platform, consistent orientations are observed over hundreds of kilometers. The fast polarization directions tend to be close to the absolute plate motion given by the hot-spot reference model HS3-NUVEL1A over most of the continent. A previous global comparison of the SKS fast polarization directions with flow models of the upper mantle by Conrad et al.(2007) showed relatively poor correlation in the continents, which was interpreted as evidence for a large contribution of ``frozen&#39;&#39; anisotropy in the lithosphere. 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It presents and describes the results obtained with geoelectrical methods applied in an emergencial task in a risky urban area in São Paulo City. It also compares the techniques and field arrays, ways to present and interpret the data. The employed methods were electroresistivity, induced polarization (IP) and self potential (SP). The objective of the survey was to delineate the extension of a roof failure of an urban tunnel under excavation beneath the Ibirapuera Park in order to orientate the volume of tunnel roof should be treated. Only two days (Saturday and Sunday) were available to carry out the survey and its interpretation. The results were considered satisfactory and brought a significant economy to the final cost of the tunnel. This economy was due to the decreasing of the remediation area from the initial 20 x...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="317bade7de154cfb5d77fdd972c14cf0" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":41195810,"asset_id":14466447,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/41195810/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466447"><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="14466447"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466447; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466447]").text(description); $(".js-view-count[data-work-id=14466447]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466447; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466447']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466447, 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: "317bade7de154cfb5d77fdd972c14cf0" } } $('.js-work-strip[data-work-id=14466447]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466447,"title":"Shallow geoelectric methods and techniques to define an area affected by roof failure of an urban tunnel","translated_title":"","metadata":{"abstract":"This paper presents a case study where geophysics was successfully applied to solve a complex problem associated with a tunnel excavation accident in an urban area. 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The data were acquired using a 24-bit, 24-channel seismograph, 30 and 100 Hz geophones and a sledgehammer-plate system as seismic source. Seismic reflection data were recorded using a CMP (common mid point) acquisition method. The processing routine consisted of: prestack band-pass filtering (90-250 Hz); automatic gain control (AGC); muting (digital zeroin) of dead/noisy traces, ground roll, air-wave and refractedwave; CMP sorting; velocity analyses; normal move-out corrections; residual static corrections; f-k filtering; CMP stacking. The near surface is geologically characterized by unconsolidated \"fill\" materials and Quaternary sediments with organic material overlying Tertiary sediments with the water table 2 to 5 m below the surface. The basement is composed of granite and gneiss. Reflections were observed from 40 milliseconds to 65 ms two-way traveltime and were related to the silt clay layer and fine sand layer contact of the Tertiary sediments and to the weathered basement. The CMP seismic-reflection technique has been shown to be useful for mapping the sedimentary layers and the bedrock of the São Paulo sedimentary basin for the purposes of shallow investigations related to engineering problems. In spite of the strong cultural noise observed in these urban areas and problems with planting geophones we verified that, with the proper equipment, field parameters and particularly great care in data collection and processing, we can overcome the adverse field conditions and to image reflections from layers as shallow as 20 meters.","publication_date":{"day":null,"month":null,"year":2001,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130464},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466446/The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_S%C3%A3o_Paulo_Brazil","translated_internal_url":"","created_at":"2015-07-28T11:31:29.000-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975546,"work_id":14466446,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"The use of shallow seismic reflection technique in near surface exploration of urban sites: an evaluation in the city of São Paulo, Brazil"}],"downloadable_attachments":[{"id":44130464,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130464/thumbnails/1.jpg","file_name":"The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj.pdf","download_url":"https://www.academia.edu/attachments/44130464/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_use_of_shallow_seismic_reflection_te.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130464/The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DThe_use_of_shallow_seismic_reflection_te.pdf\u0026Expires=1733272771\u0026Signature=EUpYbBTnwtAjesNoIrJlK-T1piM05Nb1SI-G~Wca8yf-ii2Hx4~dSL8u2b-dLRHyXCSFrYS6XhV1LhY2jF1FjwtOtU5THVI0AyrlZZmGABplPuC29UyWlA05OqdeGesHYALsh38x62zu-9aL~RXWDmw6Zbcs4ReQnMwpxAK5Dco5Ey2zeOfVEvfrU4vpFf~92HrT7l8MGxhKdeY5YZo4tVpQ9HtKiPrYl5oY2KV-o0PejKC1DrIw-6qs4Q5zESxyf0vikd4Ntao1GAL-~i2XQ68nzqgnB4GlL~iIkuWFysJpFsrqD2lOQ01rOGUB5yxkzXDe60r2IxuesvE5Zq~o-Q__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"The_use_of_shallow_seismic_reflection_technique_in_near_surface_exploration_of_urban_sites_an_evaluation_in_the_city_of_São_Paulo_Brazil","translated_slug":"","page_count":10,"language":"en","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130464,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130464/thumbnails/1.jpg","file_name":"The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj.pdf","download_url":"https://www.academia.edu/attachments/44130464/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"The_use_of_shallow_seismic_reflection_te.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130464/The_use_of_shallow_seismic_reflection_te20160326-1232-1mseqqj-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DThe_use_of_shallow_seismic_reflection_te.pdf\u0026Expires=1733272771\u0026Signature=EUpYbBTnwtAjesNoIrJlK-T1piM05Nb1SI-G~Wca8yf-ii2Hx4~dSL8u2b-dLRHyXCSFrYS6XhV1LhY2jF1FjwtOtU5THVI0AyrlZZmGABplPuC29UyWlA05OqdeGesHYALsh38x62zu-9aL~RXWDmw6Zbcs4ReQnMwpxAK5Dco5Ey2zeOfVEvfrU4vpFf~92HrT7l8MGxhKdeY5YZo4tVpQ9HtKiPrYl5oY2KV-o0PejKC1DrIw-6qs4Q5zESxyf0vikd4Ntao1GAL-~i2XQ68nzqgnB4GlL~iIkuWFysJpFsrqD2lOQ01rOGUB5yxkzXDe60r2IxuesvE5Zq~o-Q__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[{"id":716370,"name":"Seismic reflection","url":"https://www.academia.edu/Documents/in/Seismic_reflection"}],"urls":[]}, dispatcherData: dispatcherData }); 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Malagutti</a></span></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2001</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="61e6587275ec79b018fe9a582f810e31" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130462,"asset_id":14466444,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130462/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466444"><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="14466444"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466444; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466444]").text(description); $(".js-view-count[data-work-id=14466444]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466444; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466444']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466444, 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: "61e6587275ec79b018fe9a582f810e31" } } $('.js-work-strip[data-work-id=14466444]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466444,"title":"Métodos e técnicas geoelétricas rasas na delimitação de área afetada por ruptura em teto de túnel urbano","translated_title":"","metadata":{"grobid_abstract":"Este trabalho apresenta um uso da geofísica aplicada em uma situação de ambiente urbano. 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This procedure allows the location of wells and monitoring in strategically points, optimizing the results and minimizing costs. The Electromagnetic Inductive Method (EMI) presents ample possibilities of application in environmental studies due the facility in the acquisition of data, versatility of the equipment in field and the possibility of scanning in the ample areas in short time. This paper realizes a comparative analysis of EMI data collected in 1992 and 2003. The studied place is an industrial area that presents contamination the soil and groundwater for Benzene, Toluene, Xylene, 1,2 dichloroethene, Sodium and Chloride, product of the infiltration of effluent chemistries directly of the ground. 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O presente trabalho teve por finalidade a interpretação e modelagem de dados gravimétricos coletados entre as cidades de Capão Bonito e Apiaí (SP), em escala de semi-detalhe, para reconhecimento da geometria da compartimentação crustal ao longo desse lineamento. Os mapas da anomalia Bouguer na área revelam uma notável anomalia gravimétrica positiva de direção NW-SE, que coincide com a orientação da maior concentração de diques associados ao Lineamento Guapiara. O modelo crustal elaborado a partir das anomalias caracteriza um significativo afinamento da crosta na área e corrobora trabalhos anteriores. Esse afinamento seria decorrência da subida do manto, reflexo da atividade epirogenética gerada pela propagação dos esforços tectônicos divergentes que ocorreram na margem da Placa Sul-Americana durante o Cretáceo.","publication_date":{"day":null,"month":null,"year":2013,"errors":{}},"publication_name":"Revista do Instituto Geológico","grobid_abstract_attachment_id":44130469},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466440/Modelagem_gravim%C3%A9trica_no_Lineamento_Guapiara_sul_do_Estado_de_S%C3%A3o_Paulo","translated_internal_url":"","created_at":"2015-07-28T11:31:28.381-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975554,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"},{"id":3975558,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":33497320,"co_author_invite_id":946213,"email":"c***a@yahoo.com.br","display_order":4194304,"name":"César Moreira","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"},{"id":3975604,"work_id":14466440,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946227,"email":"m***s@hotmail.com","display_order":6291456,"name":"Mariana Fernandes","title":"Modelagem gravimétrica no Lineamento Guapiara, sul do Estado de São Paulo"}],"downloadable_attachments":[{"id":44130469,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130469/thumbnails/1.jpg","file_name":"Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc.pdf","download_url":"https://www.academia.edu/attachments/44130469/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Modelagem_gravimetrica_no_Lineamento_Gua.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130469/Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc-libre.pdf?1459036869=\u0026response-content-disposition=attachment%3B+filename%3DModelagem_gravimetrica_no_Lineamento_Gua.pdf\u0026Expires=1733272771\u0026Signature=OBDjCfcLHjEmJxaF8qB419EvhgyrbJ7j3JnI5D2yPMh8wTKABUaQGUNwUQTWxj0Bj4XIPXeUvAwpqW~9cRQuA8dv5P4c~wsw54DMhKRS03iyR2BlTP9kQ3rvU42V7e2IaX1wizSR-UkWc24whWtQEHow6nZ6flzR4~~9Lv~~Opw1cE~himtnozBX6LdpdGJCQfnoyxDRuSrvpq91xYiwFTd~my6CcR~SWS0NHTc37KPynEqdYYYEFH7pUwUd9ZCXn3o9KuHy0jMG05ladrWbaKKwq8sNoJf6p2l2hZnip9EqG4abdLmMWyGWU40jC3qj7jNIuzSfW0qwovjzdZxTEg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Modelagem_gravimétrica_no_Lineamento_Guapiara_sul_do_Estado_de_São_Paulo","translated_slug":"","page_count":10,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130469,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130469/thumbnails/1.jpg","file_name":"Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc.pdf","download_url":"https://www.academia.edu/attachments/44130469/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Modelagem_gravimetrica_no_Lineamento_Gua.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130469/Modelagem_gravimtrica_no_Lineamento_Guap20160326-7510-oa7iqc-libre.pdf?1459036869=\u0026response-content-disposition=attachment%3B+filename%3DModelagem_gravimetrica_no_Lineamento_Gua.pdf\u0026Expires=1733272771\u0026Signature=OBDjCfcLHjEmJxaF8qB419EvhgyrbJ7j3JnI5D2yPMh8wTKABUaQGUNwUQTWxj0Bj4XIPXeUvAwpqW~9cRQuA8dv5P4c~wsw54DMhKRS03iyR2BlTP9kQ3rvU42V7e2IaX1wizSR-UkWc24whWtQEHow6nZ6flzR4~~9Lv~~Opw1cE~himtnozBX6LdpdGJCQfnoyxDRuSrvpq91xYiwFTd~my6CcR~SWS0NHTc37KPynEqdYYYEFH7pUwUd9ZCXn3o9KuHy0jMG05ladrWbaKKwq8sNoJf6p2l2hZnip9EqG4abdLmMWyGWU40jC3qj7jNIuzSfW0qwovjzdZxTEg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, 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="14466439"><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/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR"><img alt="Research paper thumbnail of Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR" class="work-thumbnail" src="https://attachments.academia-assets.com/44130468/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/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR">Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR</a></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2001</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="cd51d4055de18c2669f644b442e1906c" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":44130468,"asset_id":14466439,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&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="14466439"><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="14466439"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466439; 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O objetivo dos ensaios é o de detectar cavidades no interior de arenitos, pertencentes às Formações Pirambóia e Botucatu. Estas cavidades formaram-se com o rebaixamento do lençol freático, necessário para as operações de extração da areia. As técnicas geofísicas utilizadas foram: gravimetria, eletrorresistividade (caminhamento elétrico dipolo-dipolo) e radar de penetração no solo (GPR). Na primeira etapa dos trabalhos foram utilizados a gravimetria e a eletrorresistividade em uma bancada onde ocorreu um desmoronamento devido ao abatimento do teto de uma cavidade. Os resultados obtidos com estas duas técnicas foram coerentes pois a gravimetria mostrou baixos gravimétricos indicando uma \"ausência de massa\" na área de influência da cavidade e o caminhamento detectou um esperado aumento de resistividade elétrica nesta mesma área. Na segunda etapa, com a realização dos ensaios de GPR em uma bancada próxima à anterior, foi possível detectar cavidades por meio das feições hiperbólicas detectadas nos radargramas.","publication_date":{"day":null,"month":null,"year":2001,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130468},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466439/Detec%C3%A7%C3%A3o_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR","translated_internal_url":"","created_at":"2015-07-28T11:31:28.305-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975550,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975563,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946214,"email":"a***a@yamana.com","display_order":4194304,"name":"Antonio De Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975567,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946215,"email":"e***o@rc.unesp.br","display_order":6291456,"name":"Antonio Celso Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975570,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946216,"email":"a***a@rc.unesp.br","display_order":7340032,"name":"Antonio Celso De Oliveira Braga","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"},{"id":3975592,"work_id":14466439,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946220,"email":"n***a@mjundu.com.br","display_order":7864320,"name":"Noedir Nava","title":"Detecção de cavidades em arenitos utilizando gravimetria, eletrorresistividade e GPR"}],"downloadable_attachments":[{"id":44130468,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130468/thumbnails/1.jpg","file_name":"Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5.pdf","download_url":"https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Deteccao_de_cavidades_em_arenitos_utiliz.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130468/Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DDeteccao_de_cavidades_em_arenitos_utiliz.pdf\u0026Expires=1733272771\u0026Signature=HHCQTdx7cXbx1M7klvj~xM2wQp842aagNsF8xXlZT2qBiBQzvCXSnhp366j7jLjWbZnMVZehk9zp9s9YYXj9CH8bXuWRexiNzFYugEglzHo~WTdv~uOhT46wUTrHePKgbNR3ObfjzPAQ7ILUs81Msi~U~YWBBIo3Vieu9Y2MMxapsQ5~NYtvhTynvK23UHZm5v881IeUQmtXZSvp2MK315Aya3qf59DmIrBp2FYvoXg~ZqQhrfz7Th-Djr90xBYDWpoLhN2yV8Zrcq9ZJ8lT1QfXe5KPvnd9iaoGP4ycNLRKXmB~nlepCTHLZdxweBnMU5M5bUCI00HRdQMxXmzbQQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Detecção_de_cavidades_em_arenitos_utilizando_gravimetria_eletrorresistividade_e_GPR","translated_slug":"","page_count":14,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130468,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130468/thumbnails/1.jpg","file_name":"Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5.pdf","download_url":"https://www.academia.edu/attachments/44130468/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Deteccao_de_cavidades_em_arenitos_utiliz.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130468/Detection_of_cavities_in_sandstone_using20160326-9896-afy4q5-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DDeteccao_de_cavidades_em_arenitos_utiliz.pdf\u0026Expires=1733272771\u0026Signature=HHCQTdx7cXbx1M7klvj~xM2wQp842aagNsF8xXlZT2qBiBQzvCXSnhp366j7jLjWbZnMVZehk9zp9s9YYXj9CH8bXuWRexiNzFYugEglzHo~WTdv~uOhT46wUTrHePKgbNR3ObfjzPAQ7ILUs81Msi~U~YWBBIo3Vieu9Y2MMxapsQ5~NYtvhTynvK23UHZm5v881IeUQmtXZSvp2MK315Aya3qf59DmIrBp2FYvoXg~ZqQhrfz7Th-Djr90xBYDWpoLhN2yV8Zrcq9ZJ8lT1QfXe5KPvnd9iaoGP4ycNLRKXmB~nlepCTHLZdxweBnMU5M5bUCI00HRdQMxXmzbQQ__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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The depths obtained for the Moho discontinuity range from 36 to 44 km. A systematic variation of Moho depths with azimuth was observed. Larger values were obtained with events arriving from the North and the values of 36 km were observed with teleseisms arriving from the SW. This result shows that in the region there is an elevation of the Moho discontinuity near the Domo de Pitanga structural high. This result probably indicates a tectonic origin for this structure caused by deep deformation processes involving the whole lithosphere. RESUMO. Este trabalho apresenta a interpretação da função do receptor determinada para os eventos registrados na Estação Sismológica de Rio Claro, em operação desde outubro de 2002. As profundidades calculadas para a Moho variaram de 36 a 44 km. A análise da variação dos valores de profundidade mostra que eles estão associados aos azimutes dos eventos. Portanto decidiu-se fazer uma análise azimutal dos resultados obtidos. Os maiores valores foram calculados para eventos que se localizamà norte da estação e os valores de 36 km foram calculados para telessismos do quadrante SW. Estes resultados mostram que existe uma elevação da Moho na direção da estrutura \"Domo de Pitanga\". Estes resultados indicam que esta estruturaé provavelmente de origem tectônica e causada por eventos profundos do manto superior.","grobid_abstract_attachment_id":44130473},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466438/Fei%C3%A7%C3%B5es_crustais_determinadas_pela_an%C3%A1lize_azimutal_da_fun%C3%A7%C3%A3o_do_receptor_na_regi%C3%A3o_da_esta%C3%A7%C3%A3o_sismol%C3%B3gica_de_Rio_Claro_RCLB_","translated_internal_url":"","created_at":"2015-07-28T11:31:28.223-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975549,"work_id":14466438,"tagging_user_id":33409570,"tagged_user_id":33489700,"co_author_invite_id":325602,"email":"m***i@rc.unesp.br","display_order":0,"name":"Andréa Malaguti","title":"Feições crustais determinadas pela análize azimutal da função do receptor, na região da estação sismológica de Rio Claro (RCLB)"},{"id":3975574,"work_id":14466438,"tagging_user_id":33409570,"tagged_user_id":32592394,"co_author_invite_id":null,"email":"m***o@iag.usp.br","display_order":4194304,"name":"Marcelo Assumpção","title":"Feições crustais determinadas pela análize azimutal da função do receptor, na região da estação sismológica de Rio Claro (RCLB)"}],"downloadable_attachments":[{"id":44130473,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130473/thumbnails/1.jpg","file_name":"Feies_crustais_determinadas_pela_anlize_20160326-21768-153g3ys.pdf","download_url":"https://www.academia.edu/attachments/44130473/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Feicoes_crustais_determinadas_pela_anali.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130473/Feies_crustais_determinadas_pela_anlize_20160326-21768-153g3ys-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DFeicoes_crustais_determinadas_pela_anali.pdf\u0026Expires=1733272771\u0026Signature=D-DU6fWwbk2N677tes2BqAQdl3IJvHv22VJeh3OlMOTz-v9Utf74-HB-KASSJhc-uWYnxl40Xt~2LSU169FPTQ1eKS3CKTawWALzGdVO~GLK3KVhjTmme5ORBc8dtJsoK6VCe1PLP4rffVtBlCLb-9KpCCRjnycPKgbhb8XBQPQWCpWlRzQOk7cgjF3pdXkwBp3fXmchL7M5z~9ZD4xWbhUbXrELTqmoyjmDXyLr6xZLh4JwMssZe3C5Yl~otOu1gTTXafjR1bHvXZ37OfwbzTpHHfq5CwGOnGrFZu~j~kSxcStBcbXpjkRNQurR9ZWpme2eLgd0T2aOMa5veHBgIg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Feições_crustais_determinadas_pela_análize_azimutal_da_função_do_receptor_na_região_da_estação_sismológica_de_Rio_Claro_RCLB_","translated_slug":"","page_count":13,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130473,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130473/thumbnails/1.jpg","file_name":"Feies_crustais_determinadas_pela_anlize_20160326-21768-153g3ys.pdf","download_url":"https://www.academia.edu/attachments/44130473/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3MSw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Feicoes_crustais_determinadas_pela_anali.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130473/Feies_crustais_determinadas_pela_anlize_20160326-21768-153g3ys-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DFeicoes_crustais_determinadas_pela_anali.pdf\u0026Expires=1733272771\u0026Signature=D-DU6fWwbk2N677tes2BqAQdl3IJvHv22VJeh3OlMOTz-v9Utf74-HB-KASSJhc-uWYnxl40Xt~2LSU169FPTQ1eKS3CKTawWALzGdVO~GLK3KVhjTmme5ORBc8dtJsoK6VCe1PLP4rffVtBlCLb-9KpCCRjnycPKgbhb8XBQPQWCpWlRzQOk7cgjF3pdXkwBp3fXmchL7M5z~9ZD4xWbhUbXrELTqmoyjmDXyLr6xZLh4JwMssZe3C5Yl~otOu1gTTXafjR1bHvXZ37OfwbzTpHHfq5CwGOnGrFZu~j~kSxcStBcbXpjkRNQurR9ZWpme2eLgd0T2aOMa5veHBgIg__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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$(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="14466436"><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/14466436/An%C3%A1lise_de_contaminantes_de_fase_l%C3%ADquida_n%C3%A3o_aquosa_NAPLs_por_aplica%C3%A7%C3%A3o_do_m%C3%A9todo_eletromagn%C3%A9tico_indutivo_EM_"><img alt="Research paper thumbnail of Análise de contaminantes de fase líquida não aquosa (NAPLs) por aplicação do método eletromagnético indutivo (EM)" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.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/14466436/An%C3%A1lise_de_contaminantes_de_fase_l%C3%ADquida_n%C3%A3o_aquosa_NAPLs_por_aplica%C3%A7%C3%A3o_do_m%C3%A9todo_eletromagn%C3%A9tico_indutivo_EM_">Análise de contaminantes de fase líquida não aquosa (NAPLs) por aplicação do método eletromagnético indutivo (EM)</a></div><div class="wp-workCard_item wp-workCard--coauthors"><span>by </span><span><a class="" data-click-track="profile-work-strip-authors" href="https://independent.academia.edu/C%C3%A9sarMoreira">César Moreira</a> and <a class="" data-click-track="profile-work-strip-authors" href="https://unesp.academia.edu/Jo%C3%A3oDourado">João Dourado</a></span></div><div class="wp-workCard_item"><span>Revista Brasileira de Geofísica</span><span>, 2005</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="14466436"><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="14466436"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466436; 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$(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="14466435"><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/14466435/Intraplate_seismicity_in_Brazil"><img alt="Research paper thumbnail of Intraplate seismicity in Brazil" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.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/14466435/Intraplate_seismicity_in_Brazil">Intraplate seismicity in Brazil</a></div><div class="wp-workCard_item"><span>Intraplate Earthquakes</span><span>, 2014</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution o...</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">ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. This large mid-plate region is one of the least seismically active stable continental regions (SCR) in the world: the maximum known earthquake had a magnitude of 6.2 mb and events with magnitudes 5 and above occur with a return period of 4 years. Several seismic zones can be delineated in Brazil, including some along craton edges and in sedimentary basins. Overall, the exposed cratonic regions tend to have half as many earthquakes compared to the average expected rate for all of mid-plate South America. Earthquakes tend to occur in Neoproterozoic foldbelts especially in areas of thin lithosphere, or near craton edges around cratonic keels. Areas with positive isostatic gravity anomalies tend to have more earthquakes, indicating that flexural stresses from uncompensated lithospheric loads are an important factor in explaining the intraplate seismicity. We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.</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="14466435"><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="14466435"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 14466435; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=14466435]").text(description); $(".js-view-count[data-work-id=14466435]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 14466435; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='14466435']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span><span><script>$(function() { new Works.PaperRankView({ workId: 14466435, 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" } } $('.js-work-strip[data-work-id=14466435]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":14466435,"title":"Intraplate seismicity in Brazil","translated_title":"","metadata":{"abstract":"ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. 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We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.","publication_date":{"day":null,"month":null,"year":2014,"errors":{}},"publication_name":"Intraplate Earthquakes"},"translated_abstract":"ABSTRACT We describe the development of the Brazilian earthquake catalogue and the distribution of seismicity in Brazil and neighbouring areas in mid-plate South America. This large mid-plate region is one of the least seismically active stable continental regions (SCR) in the world: the maximum known earthquake had a magnitude of 6.2 mb and events with magnitudes 5 and above occur with a return period of 4 years. Several seismic zones can be delineated in Brazil, including some along craton edges and in sedimentary basins. Overall, the exposed cratonic regions tend to have half as many earthquakes compared to the average expected rate for all of mid-plate South America. Earthquakes tend to occur in Neoproterozoic foldbelts especially in areas of thin lithosphere, or near craton edges around cratonic keels. Areas with positive isostatic gravity anomalies tend to have more earthquakes, indicating that flexural stresses from uncompensated lithospheric loads are an important factor in explaining the intraplate seismicity. We also found that earthquakes are two to three times more likely to occur within 20 km of mapped neotectonic faults, compared to events at larger distances. On closer examination, however, we observe that most of these events occur near but not directly on the major neotectonic faults. This discrepancy could be explained by the model of stress concentration near intersecting structures. The Brazilian passive margin is also a region of higher than average seismicity. Although clear differences are found between different areas along the passive margin (extended crust in southeast Brazil having especially high seismicity compared to thin continental shelves elsewhere), overall the Brazilian passive margin has 70% more earthquakes (magnitudes above 3.5) than the average stable continental region.","internal_url":"https://www.academia.edu/14466435/Intraplate_seismicity_in_Brazil","translated_internal_url":"","created_at":"2015-07-28T11:31:27.982-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975575,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":32592394,"co_author_invite_id":null,"email":"m***o@iag.usp.br","display_order":0,"name":"Marcelo Assumpção","title":"Intraplate seismicity in Brazil"},{"id":3975582,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946217,"email":"r***a@ipt.br","display_order":4194304,"name":"L. Ribotta","title":"Intraplate seismicity in Brazil"},{"id":3975588,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946218,"email":"j***a@alcatel-lucent.com","display_order":6291456,"name":"J. Barbosa","title":"Intraplate seismicity in Brazil"},{"id":3975593,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":2820301,"co_author_invite_id":null,"email":"l***s@unb.br","affiliation":"Universidade de Brasília - UnB","display_order":7340032,"name":"Lucas V Barros","title":"Intraplate seismicity in Brazil"},{"id":3975594,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":122867007,"co_author_invite_id":946221,"email":"e***m@gmail.com","affiliation":"Universidade Estadual Paulista \"Júlio de Mesquita Filho\"","display_order":7864320,"name":"Eduardo Menezes","title":"Intraplate seismicity in Brazil"},{"id":3975595,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946222,"email":"d***a@rc.unesp.br","display_order":8126464,"name":"Aderson Nascimento","title":"Intraplate seismicity in Brazil"},{"id":3975606,"work_id":14466435,"tagging_user_id":33409570,"tagged_user_id":32538784,"co_author_invite_id":null,"email":"n***d@gmail.com","affiliation":"Universidade Federal do Rio Grande do Norte","display_order":8257536,"name":"Aderson Farias do Nascimento","title":"Intraplate seismicity in Brazil"}],"downloadable_attachments":[],"slug":"Intraplate_seismicity_in_Brazil","translated_slug":"","page_count":null,"language":"en","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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Among these, electric resistivity is more usually used in studies of contaminants in soil and groundwater, due to the high contrast of electric properties between the soil and the pollutant types frequently found, essentially constituted of composed organic and inorganic. Geophysical studies in impacted areas by petroleum products may be describe by anomalies of both low resistivity and high resistivities, confirmed as contaminant by chemical analyses. This apparent contradiction can reflect processes of degradation of the contaminants, directly associated with its residence time in the soil, through the generation of by-products that change the physical properties of the soil and groundwater, principally for the mineral dissolution by action of organic acids and by formation of minerals of oxides and hydroxides minerals. Natural attenuation defines a series of physical, chemical and biological processes that allow the degradation, dispersion and dilution of contaminants in a natural form, in other words, free from human intervention. This paper presents the application of electrical profiling technique in a contaminated industrial area for benzene, toluene, xylene, 1,2 dichloroethene and inorganic salts and it discusses the physical alterations of the contaminated soil through the obtained results, under the optics of the Natural Attenuation in course in the area of study.","publication_date":{"day":null,"month":null,"year":2006,"errors":{}},"publication_name":"Revista Brasileira de Geofísica","grobid_abstract_attachment_id":44130480},"translated_abstract":null,"internal_url":"https://www.academia.edu/14466434/Aplica%C3%A7%C3%A3o_da_t%C3%A9cnica_de_caminhamento_el%C3%A9trico_em_%C3%A1rea_contaminada_por_derivados_de_petr%C3%B3leo","translated_internal_url":"","created_at":"2015-07-28T11:31:27.894-07:00","preview_url":null,"current_user_can_edit":null,"current_user_is_owner":null,"owner_id":33409570,"coauthors_can_edit":true,"document_type":"paper","co_author_tags":[{"id":3975555,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":33497320,"co_author_invite_id":946213,"email":"c***a@yahoo.com.br","display_order":0,"name":"César Moreira","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"},{"id":3975560,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946214,"email":"a***a@yamana.com","display_order":4194304,"name":"Antonio De Oliveira Braga","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"},{"id":3975564,"work_id":14466434,"tagging_user_id":33409570,"tagged_user_id":null,"co_author_invite_id":946215,"email":"e***o@rc.unesp.br","display_order":6291456,"name":"Antonio Celso Oliveira Braga","title":"Aplicação da técnica de caminhamento elétrico em área contaminada por derivados de petróleo"}],"downloadable_attachments":[{"id":44130480,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130480/thumbnails/1.jpg","file_name":"Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t.pdf","download_url":"https://www.academia.edu/attachments/44130480/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Aplicacao_da_tecnica_de_caminhamento_ele.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130480/Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DAplicacao_da_tecnica_de_caminhamento_ele.pdf\u0026Expires=1733272772\u0026Signature=TSAN7YKH~sweTdvh32cub3VGwzoq-z5Sk2U2IoFmT-lF38ws9XXwd3TAMMyE3gMKG-9eSRwOJKgEWvt9GorOXiOaAS430AA3nReS9JTBSCg1OuaylR7wCQEvz4IeOaMGMo6S6Ap5k6XcOZwEsiEQi9dpzAF1bccJZzfBi4G5bdWrs7NuR6d~9mqv2FbrCE2EXJDYfSO-QzUgnSe5vqzCsciuR6mn2G7piP37Fvulpk0TEut7mU5lQHay8qIvnHIHmxVeyCvOhyfQuruh~i6queUu-W2xyNx9Q381cuUtdh11cqK-SiUNjPgmH58b0HroIwxN5wvwLZG8WltwDhlobA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"slug":"Aplicação_da_técnica_de_caminhamento_elétrico_em_área_contaminada_por_derivados_de_petróleo","translated_slug":"","page_count":10,"language":"pt","content_type":"Work","owner":{"id":33409570,"first_name":"João","middle_initials":null,"last_name":"Dourado","page_name":"JoãoDourado","domain_name":"unesp","created_at":"2015-07-28T11:29:59.781-07:00","display_name":"João Dourado","url":"https://unesp.academia.edu/Jo%C3%A3oDourado"},"attachments":[{"id":44130480,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/44130480/thumbnails/1.jpg","file_name":"Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t.pdf","download_url":"https://www.academia.edu/attachments/44130480/download_file?st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&st=MTczMzI2OTE3Miw4LjIyMi4yMDguMTQ2&","bulk_download_file_name":"Aplicacao_da_tecnica_de_caminhamento_ele.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/44130480/Aplicao_da_tcnica_de_caminhamento_eltric20160326-15691-2fa60t-libre.pdf?1459036868=\u0026response-content-disposition=attachment%3B+filename%3DAplicacao_da_tecnica_de_caminhamento_ele.pdf\u0026Expires=1733272772\u0026Signature=TSAN7YKH~sweTdvh32cub3VGwzoq-z5Sk2U2IoFmT-lF38ws9XXwd3TAMMyE3gMKG-9eSRwOJKgEWvt9GorOXiOaAS430AA3nReS9JTBSCg1OuaylR7wCQEvz4IeOaMGMo6S6Ap5k6XcOZwEsiEQi9dpzAF1bccJZzfBi4G5bdWrs7NuR6d~9mqv2FbrCE2EXJDYfSO-QzUgnSe5vqzCsciuR6mn2G7piP37Fvulpk0TEut7mU5lQHay8qIvnHIHmxVeyCvOhyfQuruh~i6queUu-W2xyNx9Q381cuUtdh11cqK-SiUNjPgmH58b0HroIwxN5wvwLZG8WltwDhlobA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}],"research_interests":[],"urls":[]}, dispatcherData: dispatcherData }); 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