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Effect of Na2SiO3/NaOH Ratios and NaOH Molarities on Compressive Strength of Fly-Ash-Based Geopolymer

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It is important to re" /><meta id="MetaKeywords" name="keywords" content="alkaline activation, compressive strength, geopolymer, Na2SiO3/NaOH ratio, NaOH molarity, scanning electron microscopy, X-ray diffraction." /><meta id="MetaRobots" name="robots" content="INDEX, FOLLOW" /><link href="/DependencyHandler.axd/c344a083c97c51304c807060232b464a/12442/css" type="text/css" rel="stylesheet"/><script src="/DependencyHandler.axd/14db6f2c1e959943eeb6dc1e75cc3727/12442/js" type="text/javascript"></script><link id="googleapis" rel="stylesheet" type="text/css" href="//fonts.googleapis.com/css?family=Droid+Serif:400,700,400italic,700italic" /><link id="skeleton" rel="stylesheet" type="text/css" href="/Portals/_default/skins/Base/stylesheets/skeleton.css" /><link id="global" rel="stylesheet" type="text/css" href="/Portals/_default/skins/Base/stylesheets/global.css" /><link id="fontawesome" rel="stylesheet" type="text/css" href="/Portals/_default/skins/Base/stylesheets/font-awesome.css" /><link rel='SHORTCUT ICON' href='/Portals/0/favicon.ico?ver=DVM39c4GI3VL0bBMp5XPxg%3d%3d' type='image/x-icon' /><meta name="citation_journal_title" content="Materials Journal" /><meta name="citation_journal_abbrev" content="MJ" /><meta name="citation_author" content="A. 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Zarina" /><meta name="citation_title" content="Effect of Na2SiO3/NaOH Ratios and NaOH Molarities on Compressive Strength of Fly-Ash-Based Geopolymer" /><meta name="citation_publication_date" content="2012/09/01" /><meta name="citation_volume" content="109" /><meta name="citation_issue" content="5" /><meta name="citation_firstpage" content="503" /><meta name="citation_lastpage" content="508" /><meta name="citation_pdf_url" content="https://www.concrete.org/publications/getarticle.aspx?m=icap&amp;pubid=51684080" /><meta name="citation_issn" content="0889-325x" /><meta name="citation_language" content="English" /><meta name="citation_keywords" content="alkaline activation; compressive strength; geopolymer; Na2SiO3/NaOH ratio; NaOH molarity; scanning electron microscopy; X-ray diffraction." /><meta name="citation_doi" content="10.14359/51684080" /><link 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id="top" class="clearfix container top-menu"> <ul> <li class="subscribe"> <a href="#" onclick="$('#SubscribeDiv').slideToggle();" class="my-aci-tab-header">Subscribe to Email <span style="border-left: 1px solid rgb(165, 21, 27);">​</span><span style="color: rgb(165, 21, 27);">▼</span></a> <div id="SubscribeDiv" class="subscribe-mega clearfix" style="display: none;"> <div id="dnn_MainHeader_Subscribe_Flyout_upSubscribe"> <div id="dnn_MainHeader_Subscribe_Flyout_pnlSubmit" onkeypress="javascript:return WebForm_FireDefaultButton(event, &#39;dnn_MainHeader_Subscribe_Flyout_btnSubmit&#39;)"> <div> <input name="dnn$MainHeader$Subscribe_Flyout$tbFirstName" type="text" id="dnn_MainHeader_Subscribe_Flyout_tbFirstName" placeholder="First Name" autocomplete="off" /> <input name="dnn$MainHeader$Subscribe_Flyout$tbLastName" type="text" id="dnn_MainHeader_Subscribe_Flyout_tbLastName" class="right" placeholder="Last Name" autocomplete="off" /> <div style="position:relative; top:-20px; border:solid 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id="dnn_ctr33211_View_hCitationHeader" value="attachment;filename=51684080.ris" /> <input type="hidden" name="dnn$ctr33211$View$hCitation" id="dnn_ctr33211_View_hCitation" value="TY - JOUR T1 - Effect of Na2SiO3/NaOH Ratios and NaOH Molarities on Compressive Strength of Fly-Ash-Based Geopolymer JO - ACI Materials Journal VL - 109 IS - 5 KW - alkaline activation; compressive strength; geopolymer; Na2SiO3/NaOH ratio; NaOH molarity; scanning electron microscopy; X-ray diffraction. DA - 9/1/2012 AU - A. M. Mustafa Al Bakri, H. Kamarudin, M. Bnhussain, A. R. Rafiza, and Y. Zarina AB - Carbon dioxide (CO2) emissions from the production of 1 ton (2204.62 lb) of cement vary between 0.05 and 0.13 tons (110.23 and 286.60 lb). It is important to reduce CO2 emissions by the greater use of substitutes for portland cement (PC), such as fly ash (FA), clay, and other geo-based materials. This paper studies the processing of geopolymers using FA and alkaline activators. The factors that influence the early-age compressive strength, such as the sodium hydroxide (NaOH) molarity and Na2SiO3/NaOH ratios, were studied. Sodium hydroxide and sodium silicate solutions were used as alkaline activators. The geopolymer paste samples were cured at 70°C (158°F) for 1 day and kept at room temperature until testing (the seventh day). The compressive strength was measured after 7 days. The results show that the geopolymer paste with a combination of an Na2SiO3/NaOH ratio of 2.5 and a 12 M NaOH concentration produces the highest compressive strength. The density obtained for geopolymer for PC is in the range of 1760 to 1855 kg/m3 (0.064 to 0.067 lb/in.3). The porosity of the geopolymer was in the range of 12.16 to 26.19%, and the water absorption was in the range of 5.03 to 8.13%. The results of scanning electron microscopy (SEM) indicated that the samples with a denser matrix and less unreacted FA contributed to the maximum compressive strength. In the X-ray diffraction (XRD) patterns, the intensity of quartz content at 12 M was highly detected compared to the 6 and 10 M solutions. DO - 10.14359/51684080 ER -" /> <input type="hidden" name="dnn$ctr33211$View$hfTotalRowCount" id="dnn_ctr33211_View_hfTotalRowCount" /> <input name="dnn$ctr33211$View$txtSecurityAnswer" type="text" id="dnn_ctr33211_View_txtSecurityAnswer" class="clear forgotAnswer columns four" /> <p> <input type="button" value="Back to Results &raquo;" class="button primary" onclick="showProgress(); window.history.back();" /> &nbsp;&nbsp;<input type="submit" name="dnn$ctr33211$View$btnNewSearchDetails" value="New Search »" onclick="showProgress();" id="dnn_ctr33211_View_btnNewSearchDetails" class="button primary" /> </p> <span id="dnn_ctr33211_View_lblDetailStatus"></span> <br /> <div class="clearfix"> <p> <strong>Title: </strong> <span id="dnn_ctr33211_View_lblDetailsTitle">Effect of Na2SiO3/NaOH Ratios and NaOH Molarities on Compressive Strength of Fly-Ash-Based Geopolymer</span> </p> <p> <strong>Author(s): </strong> <span id="dnn_ctr33211_View_lblDetailsAuthor">A. M. Mustafa Al Bakri, H. Kamarudin, M. Bnhussain, A. R. Rafiza, and Y. Zarina</span> </p> <p> <strong>Publication: </strong> <span id="dnn_ctr33211_View_lblDetailsPublication">Materials Journal</span> </p> <p> <strong>Volume: </strong> <span id="dnn_ctr33211_View_lblDetailsVolume">109</span> </p> <p> <strong>Issue: </strong> <span id="dnn_ctr33211_View_lblDetailsIssue">5</span> </p> <p> <strong>Appears on pages(s): </strong> <span id="dnn_ctr33211_View_lblDetailsPages">503-508</span> </p> <p> <strong>Keywords: </strong> <span id="dnn_ctr33211_View_lblDetailsKeywords">alkaline activation; compressive strength; geopolymer; Na2SiO3/NaOH ratio; NaOH molarity; scanning electron microscopy; X-ray diffraction.</span> </p> <p> <strong>DOI: </strong> <span id="dnn_ctr33211_View_lblDetailsDOI">10.14359/51684080</span> </p> <p> <strong>Date: </strong> <span id="dnn_ctr33211_View_lblDetailsDate">9/1/2012</span> </p> <p> <strong>Abstract:</strong><br> <span id="dnn_ctr33211_View_lblDetailsAbstract">Carbon dioxide (CO2) emissions from the production of 1 ton (2204.62 lb) of cement vary between 0.05 and 0.13 tons (110.23 and 286.60 lb). It is important to reduce CO2 emissions by the greater use of substitutes for portland cement (PC), such as fly ash (FA), clay, and other geo-based materials. This paper studies the processing of geopolymers using FA and alkaline activators. The factors that influence the early-age compressive strength, such as the sodium hydroxide (NaOH) molarity and Na2SiO3/NaOH ratios, were studied. Sodium hydroxide and sodium silicate solutions were used as alkaline activators. The geopolymer paste samples were cured at 70°C (158°F) for 1 day and kept at room temperature until testing (the seventh day). The compressive strength was measured after 7 days. The results show that the geopolymer paste with a combination of an Na2SiO3/NaOH ratio of 2.5 and a 12 M NaOH concentration produces the highest compressive strength. The density obtained for geopolymer for PC is in the range of 1760 to 1855 kg/m3 (0.064 to 0.067 lb/in.3). The porosity of the geopolymer was in the range of 12.16 to 26.19%, and the water absorption was in the range of 5.03 to 8.13%. The results of scanning electron microscopy (SEM) indicated that the samples with a denser matrix and less unreacted FA contributed to the maximum compressive strength. In the X-ray diffraction (XRD) patterns, the intensity of quartz content at 12 M was highly detected compared to the 6 and 10 M solutions.</span> </p> </div> <br /> <style type="text/css" > .alsoAvailableIn { display: inline-block; left:-10px; max-width: 350px; background-color: #31742c; color: black; padding: 13.33333px; } .alsoAvailableIn h3 { color:white; } .alsoAvailableIn p { padding-top:10px; } </style> <div class="alsoAvailableIn" > <h3 >ALSO AVAILABLE IN:</h3> <p > <a id="dnn_ctr33211_View_ucAlsoAvailableIn_rptAlsoAvailableInLinks_hlAlsoAvailableIn_0" href="/store/productdetail.aspx?itemid=EMJ" style="color: white;">Electronic Materials Journal</a> </p> </div> <!----------------------- DOWNLOAD BUTTON AREA --------------------------------------------------------------> <!---------------------- VIEW RESOURCE -----------------------------------------------> <!-------------------- ADD TO CART ---------------------------------------> <div class="columns twelve alpha"> <p> <span id="dnn_ctr33211_View_lblAlreadyOwnMessage"></span> </p> <p> <input type="submit" name="dnn$ctr33211$View$btnAddToCart" value="View in ACI Store »" id="dnn_ctr33211_View_btnAddToCart" class="button secondary" style="width:175px;" /> </p> </div> <!-- 20230210 - mal - moved this outside of phButtons. 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dnn_MainHeader_Subscribe_Flyout_rfvEmailAddress.initialvalue = ""; var dnn_MainHeader_Subscribe_Flyout_cvEmailAddress = document.all ? document.all["dnn_MainHeader_Subscribe_Flyout_cvEmailAddress"] : document.getElementById("dnn_MainHeader_Subscribe_Flyout_cvEmailAddress"); dnn_MainHeader_Subscribe_Flyout_cvEmailAddress.controltovalidate = "dnn_MainHeader_Subscribe_Flyout_tbEmailAddress"; dnn_MainHeader_Subscribe_Flyout_cvEmailAddress.errormessage = "Invalid Email Address"; dnn_MainHeader_Subscribe_Flyout_cvEmailAddress.display = "Dynamic"; dnn_MainHeader_Subscribe_Flyout_cvEmailAddress.validationGroup = "vgEmailAlertsFlyout"; dnn_MainHeader_Subscribe_Flyout_cvEmailAddress.evaluationfunction = "CustomValidatorEvaluateIsValid"; var dnn_MainHeader_Subscribe_Flyout_rfvCountry = document.all ? document.all["dnn_MainHeader_Subscribe_Flyout_rfvCountry"] : document.getElementById("dnn_MainHeader_Subscribe_Flyout_rfvCountry"); dnn_MainHeader_Subscribe_Flyout_rfvCountry.controltovalidate = "dnn_MainHeader_Subscribe_Flyout_ddlCountry"; dnn_MainHeader_Subscribe_Flyout_rfvCountry.errormessage = "Country/Territory is required"; dnn_MainHeader_Subscribe_Flyout_rfvCountry.validationGroup = "vgEmailAlertsFlyout"; dnn_MainHeader_Subscribe_Flyout_rfvCountry.evaluationfunction = "RequiredFieldValidatorEvaluateIsValid"; dnn_MainHeader_Subscribe_Flyout_rfvCountry.initialvalue = ""; var dnn_MainHeader_SEARCH1_rfvSearchText = document.all ? document.all["dnn_MainHeader_SEARCH1_rfvSearchText"] : document.getElementById("dnn_MainHeader_SEARCH1_rfvSearchText"); dnn_MainHeader_SEARCH1_rfvSearchText.controltovalidate = "dnn_MainHeader_SEARCH1_txtSearch"; dnn_MainHeader_SEARCH1_rfvSearchText.errormessage = "Please enter search criteria and search again"; dnn_MainHeader_SEARCH1_rfvSearchText.display = "Dynamic"; dnn_MainHeader_SEARCH1_rfvSearchText.validationGroup = "HeaderSearch"; dnn_MainHeader_SEARCH1_rfvSearchText.evaluationfunction = "RequiredFieldValidatorEvaluateIsValid"; dnn_MainHeader_SEARCH1_rfvSearchText.initialvalue = ""; var dnn_MainHeader_SEARCH1_cvSearch = document.all ? document.all["dnn_MainHeader_SEARCH1_cvSearch"] : document.getElementById("dnn_MainHeader_SEARCH1_cvSearch"); dnn_MainHeader_SEARCH1_cvSearch.controltovalidate = "dnn_MainHeader_SEARCH1_txtSearch"; dnn_MainHeader_SEARCH1_cvSearch.errormessage = "Please enter search criteria and search again"; dnn_MainHeader_SEARCH1_cvSearch.display = "Dynamic"; dnn_MainHeader_SEARCH1_cvSearch.validationGroup = "HeaderSearch"; dnn_MainHeader_SEARCH1_cvSearch.evaluationfunction = "CustomValidatorEvaluateIsValid"; //]]> </script> <script type="text/javascript"> //<![CDATA[ var Page_ValidationActive = false; if (typeof(ValidatorOnLoad) == "function") { ValidatorOnLoad(); } function ValidatorOnSubmit() { if (Page_ValidationActive) { return ValidatorCommonOnSubmit(); } else { return true; } } document.getElementById('dnn_MainHeader_SEARCHMOBILE1_RequiredFieldValidator1').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_SEARCHMOBILE1_RequiredFieldValidator1')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvFirstName').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvFirstName')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvFirstName').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvFirstName')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvLastName').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvLastName')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvLastName').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvLastName')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvEmailAddress').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvEmailAddress')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvEmailAddress').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_cvEmailAddress')); } document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvCountry').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_Subscribe_Flyout_rfvCountry')); } document.getElementById('dnn_MainHeader_SEARCH1_rfvSearchText').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_SEARCH1_rfvSearchText')); } document.getElementById('dnn_MainHeader_SEARCH1_cvSearch').dispose = function() { Array.remove(Page_Validators, document.getElementById('dnn_MainHeader_SEARCH1_cvSearch')); } //]]> </script> </form> <!--CDF(Javascript|/js/dnncore.js|DnnBodyProvider|100)--><!--CDF(Javascript|/js/dnn.modalpopup.js|DnnBodyProvider|50)--><!--CDF(Css|/Resources/Shared/stylesheets/dnndefault/7.0.0/default.css|DnnPageHeaderProvider|5)--><!--CDF(Css|/Portals/_default/ie.css|DnnPageHeaderProvider|8)--><!--CDF(Css|/DesktopModules/Publications_InternationalConcreteAbstractsPortal/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/Publications_InternationalConcreteAbstractsPortal/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/GenericLeftMenu/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/GenericLeftMenu/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/ACI_Security/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/ACI_Security/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/ACI_Utilities/module.css|DnnPageHeaderProvider|10)--><!--CDF(Css|/DesktopModules/ACI_Utilities/module.css|DnnPageHeaderProvider|10)--><!--CDF(Javascript|/js/dnn.js|DnnBodyProvider|12)--><!--CDF(Javascript|/js/dnn.servicesframework.js|DnnBodyProvider|100)--><!--CDF(Javascript|/Resources/libraries/jQuery/03_05_01/jquery.js|DnnPageHeaderProvider|5)--><!--CDF(Javascript|/Resources/libraries/jQuery-Migrate/03_04_00/jquery-migrate.js|DnnPageHeaderProvider|6)--><!--CDF(Javascript|/Resources/libraries/jQuery-UI/01_13_02/jquery-ui.min.js|DnnPageHeaderProvider|10)--> </body> </html>

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