Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals
The compressive strengths and structures of composites of aluminosilicate geopolymer with the synthetic cement minerals C 3S, β-C 2S, C 3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction, 29Si and 27Al MAS NMR...
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Veröffentlicht in: | Cement and concrete research 2010-05, Vol.40 (5), p.787-794 |
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creator | Tailby, Jonathan MacKenzie, Kenneth J.D. |
description | The compressive strengths and structures of composites of aluminosilicate geopolymer with the synthetic cement minerals C
3S, β-C
2S, C
3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction,
29Si and
27Al MAS NMR and SEM/EDS observations indicate that hydration of the cement minerals and OPC is hindered in the presence of geopolymer, even though sufficient water was present in the mix for hydration to occur. In the absence of SEM evidence for the formation of an impervious layer around the cement mineral grains, the poor strength development is suggested to be due to the retarded development of C–S–H because of the preferential removal from the system of available Si because geopolymer formation is more rapid than the hydration of the cement minerals. This possibility is supported by experiments in which the rate of geopolymer formation is retarded by the substitution of potassium for sodium, by the reduction of the alkali content of the geopolymer paste or by the addition of borate. In all these cases the strength of the OPC–geopolymer composite was increased, particularly by the combination of the borate additive with the potassium geopolymer, producing an OPC–geopolymer composite stronger than hydrated OPC paste alone. |
doi_str_mv | 10.1016/j.cemconres.2009.12.003 |
format | Article |
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3S, β-C
2S, C
3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction,
29Si and
27Al MAS NMR and SEM/EDS observations indicate that hydration of the cement minerals and OPC is hindered in the presence of geopolymer, even though sufficient water was present in the mix for hydration to occur. In the absence of SEM evidence for the formation of an impervious layer around the cement mineral grains, the poor strength development is suggested to be due to the retarded development of C–S–H because of the preferential removal from the system of available Si because geopolymer formation is more rapid than the hydration of the cement minerals. This possibility is supported by experiments in which the rate of geopolymer formation is retarded by the substitution of potassium for sodium, by the reduction of the alkali content of the geopolymer paste or by the addition of borate. In all these cases the strength of the OPC–geopolymer composite was increased, particularly by the combination of the borate additive with the potassium geopolymer, producing an OPC–geopolymer composite stronger than hydrated OPC paste alone.</description><identifier>ISSN: 0008-8846</identifier><identifier>EISSN: 1873-3948</identifier><identifier>DOI: 10.1016/j.cemconres.2009.12.003</identifier><identifier>CODEN: CCNRAI</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>ALKALI METALS ; Aluminosilicates ; Aluminum silicates ; Applied sciences ; BORATES ; BORON COMPOUNDS ; BUILDING MATERIALS ; Buildings. Public works ; Cement concrete constituents ; CEMENTS ; COHERENT SCATTERING ; Composites (E) ; COMPRESSION STRENGTH ; DIFFRACTION ; ELECTRON MICROSCOPY ; ELEMENTS ; Exact sciences and technology ; HYDRATION ; HYDROGEN COMPOUNDS ; LAYERS ; MAGNETIC RESONANCE ; MATERIALS ; MATERIALS SCIENCE ; MECHANICAL PROPERTIES ; Mechanical properties (C) ; METALS ; MICROSCOPY ; MICROSTRUCTURE ; Microstructure (B) ; MINERALS ; NMR ; NUCLEAR MAGNETIC RESONANCE ; OXYGEN COMPOUNDS ; Pastes ; PORTLAND CEMENT ; POTASSIUM ; Process control ; Properties and test methods ; Properties of anhydrous and hydrated cement, test methods ; RESONANCE ; SCANNING ELECTRON MICROSCOPY ; SCATTERING ; SODIUM ; SOLVATION ; Strength ; WATER ; X-RAY DIFFRACTION</subject><ispartof>Cement and concrete research, 2010-05, Vol.40 (5), p.787-794</ispartof><rights>2009 Elsevier Ltd</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c405t-f978be1db11f46b19f37aa5d17b7cd871702d8dacdcfc3d681fef5bf736eeffc3</citedby><cites>FETCH-LOGICAL-c405t-f978be1db11f46b19f37aa5d17b7cd871702d8dacdcfc3d681fef5bf736eeffc3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.cemconres.2009.12.003$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>230,314,780,784,885,3550,27924,27925,45995</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=22586142$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.osti.gov/biblio/21344763$$D View this record in Osti.gov$$Hfree_for_read</backlink></links><search><creatorcontrib>Tailby, Jonathan</creatorcontrib><creatorcontrib>MacKenzie, Kenneth J.D.</creatorcontrib><title>Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals</title><title>Cement and concrete research</title><description>The compressive strengths and structures of composites of aluminosilicate geopolymer with the synthetic cement minerals C
3S, β-C
2S, C
3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction,
29Si and
27Al MAS NMR and SEM/EDS observations indicate that hydration of the cement minerals and OPC is hindered in the presence of geopolymer, even though sufficient water was present in the mix for hydration to occur. In the absence of SEM evidence for the formation of an impervious layer around the cement mineral grains, the poor strength development is suggested to be due to the retarded development of C–S–H because of the preferential removal from the system of available Si because geopolymer formation is more rapid than the hydration of the cement minerals. This possibility is supported by experiments in which the rate of geopolymer formation is retarded by the substitution of potassium for sodium, by the reduction of the alkali content of the geopolymer paste or by the addition of borate. In all these cases the strength of the OPC–geopolymer composite was increased, particularly by the combination of the borate additive with the potassium geopolymer, producing an OPC–geopolymer composite stronger than hydrated OPC paste alone.</description><subject>ALKALI METALS</subject><subject>Aluminosilicates</subject><subject>Aluminum silicates</subject><subject>Applied sciences</subject><subject>BORATES</subject><subject>BORON COMPOUNDS</subject><subject>BUILDING MATERIALS</subject><subject>Buildings. Public works</subject><subject>Cement concrete constituents</subject><subject>CEMENTS</subject><subject>COHERENT SCATTERING</subject><subject>Composites (E)</subject><subject>COMPRESSION STRENGTH</subject><subject>DIFFRACTION</subject><subject>ELECTRON MICROSCOPY</subject><subject>ELEMENTS</subject><subject>Exact sciences and technology</subject><subject>HYDRATION</subject><subject>HYDROGEN COMPOUNDS</subject><subject>LAYERS</subject><subject>MAGNETIC RESONANCE</subject><subject>MATERIALS</subject><subject>MATERIALS SCIENCE</subject><subject>MECHANICAL PROPERTIES</subject><subject>Mechanical properties (C)</subject><subject>METALS</subject><subject>MICROSCOPY</subject><subject>MICROSTRUCTURE</subject><subject>Microstructure (B)</subject><subject>MINERALS</subject><subject>NMR</subject><subject>NUCLEAR MAGNETIC RESONANCE</subject><subject>OXYGEN COMPOUNDS</subject><subject>Pastes</subject><subject>PORTLAND CEMENT</subject><subject>POTASSIUM</subject><subject>Process control</subject><subject>Properties and test methods</subject><subject>Properties of anhydrous and hydrated cement, test methods</subject><subject>RESONANCE</subject><subject>SCANNING ELECTRON MICROSCOPY</subject><subject>SCATTERING</subject><subject>SODIUM</subject><subject>SOLVATION</subject><subject>Strength</subject><subject>WATER</subject><subject>X-RAY DIFFRACTION</subject><issn>0008-8846</issn><issn>1873-3948</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqFkc1u1TAQhS1EJS6FZyASQqwS_JPEzrKqoEWqBBKwthx7zPVVEgfbAXXTZ2fCrbplNbLnm5kzcwh5w2jDKOs_nBoLs41LgtxwSoeG8YZS8YwcmJKiFkOrnpMDpVTVSrX9C_Iy5xM-ey7UgTx8K2mzZUtQmcVVM9ijWYI1U7WmuEIqAXIVfWWmbQ5LzGHCZIHqJ8Q1TvczpMrGecVEQfBPKMfqa0xl2puhLljKv76hZOSWXELZ9j_sBclM-RW58Bjg9WO8JD8-ffx-fVvffbn5fH11V9uWdqX2g1QjMDcy5tt-ZIMX0pjOMTlK65RkknKnnLHOeitcr5gH341eih7A49cleXvuG1GCzhbV2iMKWsAWzZloW9kLpN6fKdz91wa56DlkCxNuA3HLWnZCtgNXHZLyTNoUc07g9ZrCbNK9ZlTvtuiTfrJF77ZoxjXagpXvHmeYjGf2ySw25KdyzjvVs5Yjd3XmAM_yO0DaVcNiwYW0i3Yx_HfWX6TPrKw</recordid><startdate>20100501</startdate><enddate>20100501</enddate><creator>Tailby, Jonathan</creator><creator>MacKenzie, Kenneth J.D.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QF</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>OTOTI</scope></search><sort><creationdate>20100501</creationdate><title>Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals</title><author>Tailby, Jonathan ; MacKenzie, Kenneth J.D.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c405t-f978be1db11f46b19f37aa5d17b7cd871702d8dacdcfc3d681fef5bf736eeffc3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>ALKALI METALS</topic><topic>Aluminosilicates</topic><topic>Aluminum silicates</topic><topic>Applied sciences</topic><topic>BORATES</topic><topic>BORON COMPOUNDS</topic><topic>BUILDING MATERIALS</topic><topic>Buildings. Public works</topic><topic>Cement concrete constituents</topic><topic>CEMENTS</topic><topic>COHERENT SCATTERING</topic><topic>Composites (E)</topic><topic>COMPRESSION STRENGTH</topic><topic>DIFFRACTION</topic><topic>ELECTRON MICROSCOPY</topic><topic>ELEMENTS</topic><topic>Exact sciences and technology</topic><topic>HYDRATION</topic><topic>HYDROGEN COMPOUNDS</topic><topic>LAYERS</topic><topic>MAGNETIC RESONANCE</topic><topic>MATERIALS</topic><topic>MATERIALS SCIENCE</topic><topic>MECHANICAL PROPERTIES</topic><topic>Mechanical properties (C)</topic><topic>METALS</topic><topic>MICROSCOPY</topic><topic>MICROSTRUCTURE</topic><topic>Microstructure (B)</topic><topic>MINERALS</topic><topic>NMR</topic><topic>NUCLEAR MAGNETIC RESONANCE</topic><topic>OXYGEN COMPOUNDS</topic><topic>Pastes</topic><topic>PORTLAND CEMENT</topic><topic>POTASSIUM</topic><topic>Process control</topic><topic>Properties and test methods</topic><topic>Properties of anhydrous and hydrated cement, test methods</topic><topic>RESONANCE</topic><topic>SCANNING ELECTRON MICROSCOPY</topic><topic>SCATTERING</topic><topic>SODIUM</topic><topic>SOLVATION</topic><topic>Strength</topic><topic>WATER</topic><topic>X-RAY DIFFRACTION</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tailby, Jonathan</creatorcontrib><creatorcontrib>MacKenzie, Kenneth J.D.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aluminium Industry Abstracts</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>OSTI.GOV</collection><jtitle>Cement and concrete research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Tailby, Jonathan</au><au>MacKenzie, Kenneth J.D.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals</atitle><jtitle>Cement and concrete research</jtitle><date>2010-05-01</date><risdate>2010</risdate><volume>40</volume><issue>5</issue><spage>787</spage><epage>794</epage><pages>787-794</pages><issn>0008-8846</issn><eissn>1873-3948</eissn><coden>CCNRAI</coden><abstract>The compressive strengths and structures of composites of aluminosilicate geopolymer with the synthetic cement minerals C
3S, β-C
2S, C
3A and commercial OPC were investigated. All the composites showed lower strengths than the geopolymer and OPC paste alone. X-ray diffraction,
29Si and
27Al MAS NMR and SEM/EDS observations indicate that hydration of the cement minerals and OPC is hindered in the presence of geopolymer, even though sufficient water was present in the mix for hydration to occur. In the absence of SEM evidence for the formation of an impervious layer around the cement mineral grains, the poor strength development is suggested to be due to the retarded development of C–S–H because of the preferential removal from the system of available Si because geopolymer formation is more rapid than the hydration of the cement minerals. This possibility is supported by experiments in which the rate of geopolymer formation is retarded by the substitution of potassium for sodium, by the reduction of the alkali content of the geopolymer paste or by the addition of borate. In all these cases the strength of the OPC–geopolymer composite was increased, particularly by the combination of the borate additive with the potassium geopolymer, producing an OPC–geopolymer composite stronger than hydrated OPC paste alone.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.cemconres.2009.12.003</doi><tpages>8</tpages></addata></record> |
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subjects | ALKALI METALS Aluminosilicates Aluminum silicates Applied sciences BORATES BORON COMPOUNDS BUILDING MATERIALS Buildings. Public works Cement concrete constituents CEMENTS COHERENT SCATTERING Composites (E) COMPRESSION STRENGTH DIFFRACTION ELECTRON MICROSCOPY ELEMENTS Exact sciences and technology HYDRATION HYDROGEN COMPOUNDS LAYERS MAGNETIC RESONANCE MATERIALS MATERIALS SCIENCE MECHANICAL PROPERTIES Mechanical properties (C) METALS MICROSCOPY MICROSTRUCTURE Microstructure (B) MINERALS NMR NUCLEAR MAGNETIC RESONANCE OXYGEN COMPOUNDS Pastes PORTLAND CEMENT POTASSIUM Process control Properties and test methods Properties of anhydrous and hydrated cement, test methods RESONANCE SCANNING ELECTRON MICROSCOPY SCATTERING SODIUM SOLVATION Strength WATER X-RAY DIFFRACTION |
title | Structure and mechanical properties of aluminosilicate geopolymer composites with Portland cement and its constituent minerals |
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