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Effects of Coal Bottom Ash on the Compressive Strength of Portland Cement Mortar | Scientific.Net
<!DOCTYPE html> <html lang="en" dir="ltr"> <head> <meta name="format-detection" content="telephone=no"> <meta name="viewport" content="width=device-width, initial-scale=1.0" /> <meta charset="utf-8"> <meta http-equiv="X-UA-Compatible" content="IE=edge"> <link rel="canonical" href="https://www.scientific.net/AMM.802.149" /> <meta property="og:title" content="Effects of Coal Bottom Ash on the Compressive Strength of Portland Cement Mortar | Scientific.Net" /> <meta property="og:type" content="website" /> <meta property="og:url" content="https://www.scientific.net/AMM.802.149" /> <meta property="og:image" content="/Content/app/scinet5/images/metadata_logo.png" /> <meta property="og:image:type" content="image/png" /> <meta property="og:image:width" content="261" /> <meta property="og:image:height" content="260" /> <meta property="og:image:alt" content="Scientific.Net Logo" /> <meta name="citation_language" content="en" /> <meta name="citation_publisher" content="Trans Tech Publications Ltd" /> <meta name="citation_title" content="Effects of Coal Bottom Ash on the Compressive Strength of Portland Cement Mortar" /> <meta name="citation_publication_date" content="2015" /> <meta name="citation_online_date" content="2015/10/23" /> <meta name="citation_journal_title" content="Applied Mechanics and Materials" /> <meta name="citation_issn" content="1662-7482" /> <meta name="citation_volume" content="802" /> <meta name="citation_firstpage" content="149" /> <meta name="citation_lastpage" content="154" /> <meta name="citation_pdf_url" content="https://www.scientific.net/AMM.802.149.pdf" /> <meta name="citation_abstract_html_url" content="https://www.scientific.net/AMM.802.149" /> <meta name="citation_keywords" content="Chemical Compositions;Compressive Strength;Partial Cement Replacement;Treated Coal Bottom Ash" /> <meta name="citation_doi" content="10.4028/www.scientific.net/AMM.802.149" /> <meta name="citation_author" content="Ali Huddin Ibrahim" /> <meta name="citation_author" content="Kok Keong Choong" /> <meta name="citation_author" content="Megat Azmi Megat Johari" /> <meta name="citation_author" content="Shahril Izham Md Noor" /> <meta name="citation_author" content="Nur Liyana Zainal" /> <meta name="citation_author" content="Kamar Shah Ariffin" /> <meta name="citation_reference" content="F. 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Muhamad Bunnori; citation_author=K.S. Ariffin; citation_volume=30; citation_publication_date=2012/5; citation_pages=281-288; citation_doi=10.1016/j.conbuildmat.2011.12.007" /> <meta name="citation_reference" content="citation_title=Optimization of Mix Proportion of High Performance Mortar for Structural Applications; citation_author=Cheah Chee Ban; citation_author=Mahyuddin Ramli; citation_volume=3; citation_issue=4; citation_publication_date=2010/4/1; citation_pages=643-649; citation_doi=10.3844/ajeassp.2010.643.649" /> <meta name="citation_reference" content="citation_title=Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens); citation_author=C01 Committee" /> <meta name="person" content="Ali Huddin Ibrahim, Kok Keong Choong, Megat Azmi Megat Johari, Shahril Izham Md Noor, Nur Liyana Zainal, Kamar Shah Ariffin" /> <meta name="description" content="The possibility of utilizing treated coal bottom ash as a partial replacement of Portland cement was examined through compressive strength test on mortar samples. A total of 16 batches of mortar mixtures with cement:sand ratio of 1:2.5 and 1:2.75 were prepared using two types of treated coal bottom ash. The chemical compositions including the unburned carbon of coal bottom ash were also analyzed. In order to remove the excess unburned carbon which will affect the potential pozzolanic properties, the coal bottom ash was heated at 550 ± 50oC and 700 ± 50°C for 60 min in an electrical furnace.The results showed that compressive strength of mortar mixtures with cement:sand ratio of 1:2.5 and 1:2.75 containing treated coal bottom ash which was heated at 550oC results in an increase in compressive strength. At 10% and 20% of treated coal bottom ash replacement levels to Portland cement, the compressive strength of the mortar mixture was significantly improved at the age of 28 days. The compressive strength of the mortar mixtures at early ages gives lower strength as compared to the plain Portland cement mortar. However, the effect of treated coal bottom ash that was heated at 700°C is to reduce the compressive strength of the mortar mixtures except for mixture with cement:sand ratio of 1:2.5 containing 10% coal bottom ash at 56 days." /> <meta name="keywords" content="Chemical Compositions, Compressive Strength, Partial Cement Replacement, Treated Coal Bottom Ash" /> <meta name="copyright" content="2015 Trans Tech Publications Ltd. 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class="page-name-block underline-begin"> <h1 class="page-name-block-text">Effects of Coal Bottom Ash on the Compressive Strength of Portland Cement Mortar</h1> </div> <div class="paper-statistics"> <div class="loading"> <i class="inline-icon download-and-visitor-statistics-icon"></i> <span class="normal-text" id="paperDownloadsAndVisitorsCount"></span> </div> </div> <div class="clearfix"></div> <div class="page-paper-title"> <div class="preview-block"> <img alt="Article Preview" width="128" height="180" src="/AMM.802.149/thumbnail.gif"> <div id="preview-button" data-url-preview-log="/Paper/PreviewImageLog?paperId=486684"> <i class="inline-icon preview-icon"></i> </div> <!--Modal window for article preview--> <div id="paper-preview-modal" class="modal fade"> <div class="modal-dialog" role="document"> <div class="popup-page-name underline-begin"> <div class="page-name-block-text">Article Preview</div> </div> <img alt="Article Preview" class="preview-image lazyload" data-src="/AMM.802.149/preview.gif"> <a data-dismiss="modal" title="Close" class="inline-icon close-icon"></a> </div> </div> <!--End modal--> </div> <div class="abstract-block-description"> <h3 class="page-paper-first-header">Abstract:</h3> <p class="normal-text"> The possibility of utilizing treated coal bottom ash as a partial replacement of Portland cement was examined through compressive strength test on mortar samples. A total of 16 batches of mortar mixtures with cement:sand ratio of 1:2.5 and 1:2.75 were prepared using two types of treated coal bottom ash. The chemical compositions including the unburned carbon of coal bottom ash were also analyzed. In order to remove the excess unburned carbon which will affect the potential pozzolanic properties, the coal bottom ash was heated at 550 ± 50oC and 700 ± 50<sup>°</sup>C for 60 min in an electrical furnace.The results showed that compressive strength of mortar mixtures with cement:sand ratio of 1:2.5 and 1:2.75 containing treated coal bottom ash which was heated at 550oC results in an increase in compressive strength. At 10% and 20% of treated coal bottom ash replacement levels to Portland cement, the compressive strength of the mortar mixture was significantly improved at the age of 28 days. The compressive strength of the mortar mixtures at early ages gives lower strength as compared to the plain Portland cement mortar. However, the effect of treated coal bottom ash that was heated at 700°C is to reduce the compressive strength of the mortar mixtures except for mixture with cement:sand ratio of 1:2.5 containing 10% coal bottom ash at 56 days. </p> </div> <div class="paper-access-buttons col-xs-12"> <div class="row"> <div class="sa-button-wrap"> <a id="sa-button" class="wayfinder-login d-flex sa-button" href="javascript:;"> <div class="sa-button-logo-wrap"> <i class="inline-icon sa-white"></i> </div> <div class="d-flex justify-content-center align-items-center sa-button-text text-truncate"> <div class="sa-button-text-primary text-truncate">Access through your institution</div> </div> </a> </div> <div class="title-button-pdf"> <button id="readPaperButton" data-url-read-paper-log="/Paper/ReadThePaperLog?paperId=486684" class="button button-160"> <span class="inline-element">Read The Paper</span> </button> </div> </div> <div class="row"> </div> </div> <div class="clearfix"></div> <div 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