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The Optimization of Calcareous Fly Ash-Added Cement Containing Grinding Aids and Strength-Improving Additives
This is an experimental study which explores the physical, mechanical, and economic factors involved in the production of type CEM II A-B/W cement. In this context, 4 cement additives were used in two different dosages (200 and 800 g/t). Class C fly ash was used for composite cement production at ra...
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Published in: | Advances in civil engineering 2018-01, Vol.2018 (2018), p.1-9 |
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container_title | Advances in civil engineering |
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creator | Öztürk, Ali Uğur Memiş, Selçuk Yıldızel, Sadık Alper Kaplan, Gökhan |
description | This is an experimental study which explores the physical, mechanical, and economic factors involved in the production of type CEM II A-B/W cement. In this context, 4 cement additives were used in two different dosages (200 and 800 g/t). Class C fly ash was used for composite cement production at ratios of 5%, 20%, and 35%. It was shown that Blaine fineness increases with the increasing fly ash content. The use of fly ash at ratios of 5% and 20% was not found to have any unfavorable effects on the compressive strength at the early days. It is found that the use of additive for improving the early-age strength is preferable when fly ash is used. It is possible to produce Class 52.5 N cement using additives to improve early strength and 20% fly ash. Loss in strength was observed in cement mortars produced using glycol-based grinding aid. Increasing the dosage of chemical additive also led to loss in strength due to nonhomogeneous distribution of hydration products. As a result, grinding fly ash with clinker and the use of cement chemicals contribute to the cement sector in terms of sustainability. It is possible to produce cements with improved mechanical properties especially with the use of 20% fly ash. |
doi_str_mv | 10.1155/2018/8917059 |
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In this context, 4 cement additives were used in two different dosages (200 and 800 g/t). Class C fly ash was used for composite cement production at ratios of 5%, 20%, and 35%. It was shown that Blaine fineness increases with the increasing fly ash content. The use of fly ash at ratios of 5% and 20% was not found to have any unfavorable effects on the compressive strength at the early days. It is found that the use of additive for improving the early-age strength is preferable when fly ash is used. It is possible to produce Class 52.5 N cement using additives to improve early strength and 20% fly ash. Loss in strength was observed in cement mortars produced using glycol-based grinding aid. Increasing the dosage of chemical additive also led to loss in strength due to nonhomogeneous distribution of hydration products. As a result, grinding fly ash with clinker and the use of cement chemicals contribute to the cement sector in terms of sustainability. It is possible to produce cements with improved mechanical properties especially with the use of 20% fly ash.</description><identifier>ISSN: 1687-8086</identifier><identifier>EISSN: 1687-8094</identifier><identifier>DOI: 10.1155/2018/8917059</identifier><language>eng</language><publisher>Cairo, Egypt: Hindawi Publishing Corporation</publisher><subject>Additives ; Cement hydration ; Cements ; Civil engineering ; Clinker ; Composite materials ; Compressive strength ; Concrete research ; Economic factors ; Fineness ; Fly ash ; Grinding ; Laboratories ; Mechanical properties ; Mortars (material) ; Particle size ; Production increases</subject><ispartof>Advances in civil engineering, 2018-01, Vol.2018 (2018), p.1-9</ispartof><rights>Copyright © 2018 Gökhan Kaplan et al.</rights><rights>Copyright © 2018 Gökhan Kaplan et al.; This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c541t-a85cda1f673357d0300a16ae758381460ef7f0968382795d576520588219dcae3</citedby><cites>FETCH-LOGICAL-c541t-a85cda1f673357d0300a16ae758381460ef7f0968382795d576520588219dcae3</cites><orcidid>0000-0001-6067-7337 ; 0000-0001-5702-807X ; 0000-0002-2588-9227</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.proquest.com/docview/2000985810/fulltextPDF?pq-origsite=primo$$EPDF$$P50$$Gproquest$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://www.proquest.com/docview/2000985810?pq-origsite=primo$$EHTML$$P50$$Gproquest$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,25753,27924,27925,37012,44590,75126</link.rule.ids></links><search><contributor>Perrot, Arnaud</contributor><contributor>Arnaud Perrot</contributor><creatorcontrib>Öztürk, Ali Uğur</creatorcontrib><creatorcontrib>Memiş, Selçuk</creatorcontrib><creatorcontrib>Yıldızel, Sadık Alper</creatorcontrib><creatorcontrib>Kaplan, Gökhan</creatorcontrib><title>The Optimization of Calcareous Fly Ash-Added Cement Containing Grinding Aids and Strength-Improving Additives</title><title>Advances in civil engineering</title><description>This is an experimental study which explores the physical, mechanical, and economic factors involved in the production of type CEM II A-B/W cement. 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subjects | Additives Cement hydration Cements Civil engineering Clinker Composite materials Compressive strength Concrete research Economic factors Fineness Fly ash Grinding Laboratories Mechanical properties Mortars (material) Particle size Production increases |
title | The Optimization of Calcareous Fly Ash-Added Cement Containing Grinding Aids and Strength-Improving Additives |
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