Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash
•Effect of additives on strength and microstructure of FA geopolymer was studied.•Very high compressive strength (108) MPa was obtained at 28 days.•Effective porosity of composites was reduced with the addition of UFFA and slag.•Use of slag with fly ash produced additional CSH or CASH and NASH gels....
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Veröffentlicht in: | Construction & building materials 2016-10, Vol.125, p.809-820 |
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description | •Effect of additives on strength and microstructure of FA geopolymer was studied.•Very high compressive strength (108) MPa was obtained at 28 days.•Effective porosity of composites was reduced with the addition of UFFA and slag.•Use of slag with fly ash produced additional CSH or CASH and NASH gels.
Geopolymer is an environment-friendly binder, which has gained significant interest amongst the research community in last few decades. Previous studies show that low calcium fly ash geopolymer exhibits similar or comparatively better mechanical properties upon heat curing. This paper evaluates the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures. The solid precursors were activated with a multi-compound mixture of 12M sodium hydroxide and D-grade sodium silicate at an alkaline liquid/binder ratio of 0.60 at ambient temperature. The effect of binder composition on the workability and compressive strength gain from 3 to 28days is discussed. Mineralogical and microstructural properties were also observed to identify the different reaction phases, thermal decomposition, morphology and cumulative porosity of the resulting geopolymer formulations. The results indicated that the compressive strength of geopolymer binder is primarily dependent upon the nature of source materials for a selected alkali-activating solution. Ambient cured geopolymer composites with very high compressive strength, i.e. more than 100MPa were obtained with adequate workability by including an optimum amount of slag in low calcium fly ash geopolymer. The results also reflected a dense microstructure and reduced porosity for fly ash-slag geopolymer composites. However, the addition of UFFA and hydrated lime at higher proportions was diminutively effective in the selected alkaline activator to binder or water to solids ratios. |
doi_str_mv | 10.1016/j.conbuildmat.2016.08.097 |
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Geopolymer is an environment-friendly binder, which has gained significant interest amongst the research community in last few decades. Previous studies show that low calcium fly ash geopolymer exhibits similar or comparatively better mechanical properties upon heat curing. This paper evaluates the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures. The solid precursors were activated with a multi-compound mixture of 12M sodium hydroxide and D-grade sodium silicate at an alkaline liquid/binder ratio of 0.60 at ambient temperature. The effect of binder composition on the workability and compressive strength gain from 3 to 28days is discussed. Mineralogical and microstructural properties were also observed to identify the different reaction phases, thermal decomposition, morphology and cumulative porosity of the resulting geopolymer formulations. The results indicated that the compressive strength of geopolymer binder is primarily dependent upon the nature of source materials for a selected alkali-activating solution. Ambient cured geopolymer composites with very high compressive strength, i.e. more than 100MPa were obtained with adequate workability by including an optimum amount of slag in low calcium fly ash geopolymer. The results also reflected a dense microstructure and reduced porosity for fly ash-slag geopolymer composites. However, the addition of UFFA and hydrated lime at higher proportions was diminutively effective in the selected alkaline activator to binder or water to solids ratios.</description><identifier>ISSN: 0950-0618</identifier><identifier>EISSN: 1879-0526</identifier><identifier>DOI: 10.1016/j.conbuildmat.2016.08.097</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Comparative analysis ; Composite construction ; Composition ; Fly ash ; Geopolymer ; High compressive strength ; Low calcium fly ash ; Mechanical properties ; Microstructure ; Porosity ; Slag ; UFFA</subject><ispartof>Construction & building materials, 2016-10, Vol.125, p.809-820</ispartof><rights>2016 Elsevier Ltd</rights><rights>COPYRIGHT 2016 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c570t-d2dc1e6e42c05fe97cbbaded2f87f78e9d958bcb474f017d00a251f922faa203</citedby><cites>FETCH-LOGICAL-c570t-d2dc1e6e42c05fe97cbbaded2f87f78e9d958bcb474f017d00a251f922faa203</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0950061816313605$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Khan, Musaad Zaheer Nazir</creatorcontrib><creatorcontrib>Shaikh, Faiz uddin Ahmed</creatorcontrib><creatorcontrib>Hao, Yifei</creatorcontrib><creatorcontrib>Hao, Hong</creatorcontrib><title>Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash</title><title>Construction & building materials</title><description>•Effect of additives on strength and microstructure of FA geopolymer was studied.•Very high compressive strength (108) MPa was obtained at 28 days.•Effective porosity of composites was reduced with the addition of UFFA and slag.•Use of slag with fly ash produced additional CSH or CASH and NASH gels.
Geopolymer is an environment-friendly binder, which has gained significant interest amongst the research community in last few decades. Previous studies show that low calcium fly ash geopolymer exhibits similar or comparatively better mechanical properties upon heat curing. This paper evaluates the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures. The solid precursors were activated with a multi-compound mixture of 12M sodium hydroxide and D-grade sodium silicate at an alkaline liquid/binder ratio of 0.60 at ambient temperature. The effect of binder composition on the workability and compressive strength gain from 3 to 28days is discussed. Mineralogical and microstructural properties were also observed to identify the different reaction phases, thermal decomposition, morphology and cumulative porosity of the resulting geopolymer formulations. The results indicated that the compressive strength of geopolymer binder is primarily dependent upon the nature of source materials for a selected alkali-activating solution. Ambient cured geopolymer composites with very high compressive strength, i.e. more than 100MPa were obtained with adequate workability by including an optimum amount of slag in low calcium fly ash geopolymer. The results also reflected a dense microstructure and reduced porosity for fly ash-slag geopolymer composites. However, the addition of UFFA and hydrated lime at higher proportions was diminutively effective in the selected alkaline activator to binder or water to solids ratios.</description><subject>Analysis</subject><subject>Comparative analysis</subject><subject>Composite construction</subject><subject>Composition</subject><subject>Fly ash</subject><subject>Geopolymer</subject><subject>High compressive strength</subject><subject>Low calcium fly ash</subject><subject>Mechanical properties</subject><subject>Microstructure</subject><subject>Porosity</subject><subject>Slag</subject><subject>UFFA</subject><issn>0950-0618</issn><issn>1879-0526</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>N95</sourceid><recordid>eNqNkU2L2zAQhkVpoem2_0Gl19odKbFlHZfQL1jooXvqRcjSyFawrSDJLf73VUgPu5BDEYxgeN45vA8h7xnUDFj76VSbsPSrn-ysc83LqoauBilekB3rhKyg4e1LsgPZQAUt616TNymdAKDlLd-RXz-3JY-YfKLB0dEPI0054jLkkeq597hkataIlg4YzmHaZozUhPkcks9I-42uyS8DncIfavRk_DpTN21Up_EteeX0lPDdv_-OPH75_Hj8Vj38-Pr9eP9QmUZAriy3hmGLB26gcSiF6Xtt0XLXCSc6lFY2XW_6gzg4YMICaN4wJzl3WnPY35EP17ODnlD5xYUctZl9Mur-IIBz2e33hapuUAMuGPUUFnS-rJ_x9Q2-PIuzNzcDH58E-ksrmMpIpdKcBr2m9ByXV9zEkFJEp87RzzpuioG6mFUn9cSsuphV0KlitmSP1yyWVn97jCqZIsqg9RFNVjb4_7jyF8yds18</recordid><startdate>20161030</startdate><enddate>20161030</enddate><creator>Khan, Musaad Zaheer Nazir</creator><creator>Shaikh, Faiz uddin Ahmed</creator><creator>Hao, Yifei</creator><creator>Hao, Hong</creator><general>Elsevier Ltd</general><general>Elsevier B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>N95</scope><scope>XI7</scope></search><sort><creationdate>20161030</creationdate><title>Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash</title><author>Khan, Musaad Zaheer Nazir ; Shaikh, Faiz uddin Ahmed ; Hao, Yifei ; Hao, Hong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c570t-d2dc1e6e42c05fe97cbbaded2f87f78e9d958bcb474f017d00a251f922faa203</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Analysis</topic><topic>Comparative analysis</topic><topic>Composite construction</topic><topic>Composition</topic><topic>Fly ash</topic><topic>Geopolymer</topic><topic>High compressive strength</topic><topic>Low calcium fly ash</topic><topic>Mechanical properties</topic><topic>Microstructure</topic><topic>Porosity</topic><topic>Slag</topic><topic>UFFA</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Khan, Musaad Zaheer Nazir</creatorcontrib><creatorcontrib>Shaikh, Faiz uddin Ahmed</creatorcontrib><creatorcontrib>Hao, Yifei</creatorcontrib><creatorcontrib>Hao, Hong</creatorcontrib><collection>CrossRef</collection><collection>Gale Business: Insights</collection><collection>Business Insights: Essentials</collection><jtitle>Construction & building materials</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Khan, Musaad Zaheer Nazir</au><au>Shaikh, Faiz uddin Ahmed</au><au>Hao, Yifei</au><au>Hao, Hong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash</atitle><jtitle>Construction & building materials</jtitle><date>2016-10-30</date><risdate>2016</risdate><volume>125</volume><spage>809</spage><epage>820</epage><pages>809-820</pages><issn>0950-0618</issn><eissn>1879-0526</eissn><abstract>•Effect of additives on strength and microstructure of FA geopolymer was studied.•Very high compressive strength (108) MPa was obtained at 28 days.•Effective porosity of composites was reduced with the addition of UFFA and slag.•Use of slag with fly ash produced additional CSH or CASH and NASH gels.
Geopolymer is an environment-friendly binder, which has gained significant interest amongst the research community in last few decades. Previous studies show that low calcium fly ash geopolymer exhibits similar or comparatively better mechanical properties upon heat curing. This paper evaluates the viability of developing high strength geopolymer composite by using low calcium fly ash as a principal binder and its partial replacement with slag, hydrated lime and ultra-fine fly ash in the mortar mixtures. The solid precursors were activated with a multi-compound mixture of 12M sodium hydroxide and D-grade sodium silicate at an alkaline liquid/binder ratio of 0.60 at ambient temperature. The effect of binder composition on the workability and compressive strength gain from 3 to 28days is discussed. Mineralogical and microstructural properties were also observed to identify the different reaction phases, thermal decomposition, morphology and cumulative porosity of the resulting geopolymer formulations. The results indicated that the compressive strength of geopolymer binder is primarily dependent upon the nature of source materials for a selected alkali-activating solution. Ambient cured geopolymer composites with very high compressive strength, i.e. more than 100MPa were obtained with adequate workability by including an optimum amount of slag in low calcium fly ash geopolymer. The results also reflected a dense microstructure and reduced porosity for fly ash-slag geopolymer composites. However, the addition of UFFA and hydrated lime at higher proportions was diminutively effective in the selected alkaline activator to binder or water to solids ratios.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2016.08.097</doi><tpages>12</tpages></addata></record> |
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subjects | Analysis Comparative analysis Composite construction Composition Fly ash Geopolymer High compressive strength Low calcium fly ash Mechanical properties Microstructure Porosity Slag UFFA |
title | Synthesis of high strength ambient cured geopolymer composite by using low calcium fly ash |
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