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Comparison of the properties between high-volume fly ash concrete and high-volume steel slag concrete under temperature matching curing condition
•Steel slag reduces more hydration temperature rise than fly ash.•Temperature match curing does not promote the early strength of HVSS concrete so much.•The effect of temperature match curing on the permeability of HVSS concrete is small. Massive concrete structures tend to have high cracking risk d...
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Published in: | Construction & building materials 2015-11, Vol.98, p.649-655 |
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creator | Mengxiao, Shi Qiang, Wang Zhikai, Zhou |
description | •Steel slag reduces more hydration temperature rise than fly ash.•Temperature match curing does not promote the early strength of HVSS concrete so much.•The effect of temperature match curing on the permeability of HVSS concrete is small.
Massive concrete structures tend to have high cracking risk due to early temperature rise. High-volume mineral admixture concrete, which has low hydration heat, is suitable for massive concrete structures. In this paper, the properties of high-volume fly ash (HVFA) concrete and high-volume steel slag (HVSS) concrete were compared under two different curing conditions (standard curing condition and temperature match curing condition). The results show that the promoting effect of temperature match curing on the early strength of HVFA concrete is more obvious than that on HVSS concrete. Temperature match curing has negative effect on the late strength and elastic modulus of HVSS concrete. The promotion of temperature match curing to the elastic modulus development is not so obvious as that to the strength development. Temperature match curing can significantly decrease the chloride permeability of HVFA concrete, but its influence on the chloride permeability of HVSS concrete is inconspicuous. Though the adiabatic temperature rise of HVSS concrete is lower than that of HVFA concrete, which is beneficial to its application to the massive concrete structures, its strength especially the splitting tensile strength and resistance to chloride ion penetration need to be improved. |
doi_str_mv | 10.1016/j.conbuildmat.2015.08.134 |
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Massive concrete structures tend to have high cracking risk due to early temperature rise. High-volume mineral admixture concrete, which has low hydration heat, is suitable for massive concrete structures. In this paper, the properties of high-volume fly ash (HVFA) concrete and high-volume steel slag (HVSS) concrete were compared under two different curing conditions (standard curing condition and temperature match curing condition). The results show that the promoting effect of temperature match curing on the early strength of HVFA concrete is more obvious than that on HVSS concrete. Temperature match curing has negative effect on the late strength and elastic modulus of HVSS concrete. The promotion of temperature match curing to the elastic modulus development is not so obvious as that to the strength development. Temperature match curing can significantly decrease the chloride permeability of HVFA concrete, but its influence on the chloride permeability of HVSS concrete is inconspicuous. Though the adiabatic temperature rise of HVSS concrete is lower than that of HVFA concrete, which is beneficial to its application to the massive concrete structures, its strength especially the splitting tensile strength and resistance to chloride ion penetration need to be improved.</description><identifier>ISSN: 0950-0618</identifier><identifier>DOI: 10.1016/j.conbuildmat.2015.08.134</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Analysis ; Concrete ; Fly ash ; Massive concrete ; Mechanical properties ; Permeability ; Steel ; Steel slag ; Strength ; Strength of materials ; Temperature</subject><ispartof>Construction & building materials, 2015-11, Vol.98, p.649-655</ispartof><rights>2015 Elsevier Ltd</rights><rights>COPYRIGHT 2015 Elsevier B.V.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c504t-2b10c0785ee9cba96460fabdaee1ca7c8305dda0f15cb2bb9dd4c1feaa80c6023</citedby><cites>FETCH-LOGICAL-c504t-2b10c0785ee9cba96460fabdaee1ca7c8305dda0f15cb2bb9dd4c1feaa80c6023</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Mengxiao, Shi</creatorcontrib><creatorcontrib>Qiang, Wang</creatorcontrib><creatorcontrib>Zhikai, Zhou</creatorcontrib><title>Comparison of the properties between high-volume fly ash concrete and high-volume steel slag concrete under temperature matching curing condition</title><title>Construction & building materials</title><description>•Steel slag reduces more hydration temperature rise than fly ash.•Temperature match curing does not promote the early strength of HVSS concrete so much.•The effect of temperature match curing on the permeability of HVSS concrete is small.
Massive concrete structures tend to have high cracking risk due to early temperature rise. High-volume mineral admixture concrete, which has low hydration heat, is suitable for massive concrete structures. In this paper, the properties of high-volume fly ash (HVFA) concrete and high-volume steel slag (HVSS) concrete were compared under two different curing conditions (standard curing condition and temperature match curing condition). The results show that the promoting effect of temperature match curing on the early strength of HVFA concrete is more obvious than that on HVSS concrete. Temperature match curing has negative effect on the late strength and elastic modulus of HVSS concrete. The promotion of temperature match curing to the elastic modulus development is not so obvious as that to the strength development. Temperature match curing can significantly decrease the chloride permeability of HVFA concrete, but its influence on the chloride permeability of HVSS concrete is inconspicuous. Though the adiabatic temperature rise of HVSS concrete is lower than that of HVFA concrete, which is beneficial to its application to the massive concrete structures, its strength especially the splitting tensile strength and resistance to chloride ion penetration need to be improved.</description><subject>Analysis</subject><subject>Concrete</subject><subject>Fly ash</subject><subject>Massive concrete</subject><subject>Mechanical properties</subject><subject>Permeability</subject><subject>Steel</subject><subject>Steel slag</subject><subject>Strength</subject><subject>Strength of materials</subject><subject>Temperature</subject><issn>0950-0618</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNqNks9q3DAQxn1oIWnad1DJtXZH_hf5GJa2KQR6ac9CGo1tLba0SHJKHqNvXCUbaBb2UAQaGH7fJ83wFcVHDhUH3n_eV-id3uxiVpWqGnhXgah4074pLmHooISei4viXYx7AOjrvr4s_uz8elDBRu-YH1maiR2CP1BIliLTlH4TOTbbaS4f_LKtxMblkak4s_wWBkrElDMnQExEC4uLmv4xmzMUWKI1O6u0BWL5izhbl5ktPBfvjE3Wu_fF21EtkT681Kvi19cvP3d35f2Pb993t_cldtCmstYcEG5ERzSgVkPf9jAqbRQRR3WDooHOGAUj71DXWg_GtMhHUkoA9lA3V8X10XdSC0nrRp-CwtVGlLdt0zZcCNFlqjxDTeTyHIt3NNrcPuGrM3w-hlaLZwWfXgn0Fq2jmK-YN5ripLYYT_HhiGPwMQYa5SHYVYVHyUE-pUDu5asUyKcUSBAypyBrd0ct5bU-WAoyoiWHZGwgTNJ4-x8ufwGuWMdw</recordid><startdate>20151115</startdate><enddate>20151115</enddate><creator>Mengxiao, Shi</creator><creator>Qiang, Wang</creator><creator>Zhikai, Zhou</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>20151115</creationdate><title>Comparison of the properties between high-volume fly ash concrete and high-volume steel slag concrete under temperature matching curing condition</title><author>Mengxiao, Shi ; Qiang, Wang ; Zhikai, Zhou</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c504t-2b10c0785ee9cba96460fabdaee1ca7c8305dda0f15cb2bb9dd4c1feaa80c6023</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2015</creationdate><topic>Analysis</topic><topic>Concrete</topic><topic>Fly ash</topic><topic>Massive concrete</topic><topic>Mechanical properties</topic><topic>Permeability</topic><topic>Steel</topic><topic>Steel slag</topic><topic>Strength</topic><topic>Strength of materials</topic><topic>Temperature</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mengxiao, Shi</creatorcontrib><creatorcontrib>Qiang, Wang</creatorcontrib><creatorcontrib>Zhikai, Zhou</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>Mengxiao, Shi</au><au>Qiang, Wang</au><au>Zhikai, Zhou</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Comparison of the properties between high-volume fly ash concrete and high-volume steel slag concrete under temperature matching curing condition</atitle><jtitle>Construction & building materials</jtitle><date>2015-11-15</date><risdate>2015</risdate><volume>98</volume><spage>649</spage><epage>655</epage><pages>649-655</pages><issn>0950-0618</issn><abstract>•Steel slag reduces more hydration temperature rise than fly ash.•Temperature match curing does not promote the early strength of HVSS concrete so much.•The effect of temperature match curing on the permeability of HVSS concrete is small.
Massive concrete structures tend to have high cracking risk due to early temperature rise. High-volume mineral admixture concrete, which has low hydration heat, is suitable for massive concrete structures. In this paper, the properties of high-volume fly ash (HVFA) concrete and high-volume steel slag (HVSS) concrete were compared under two different curing conditions (standard curing condition and temperature match curing condition). The results show that the promoting effect of temperature match curing on the early strength of HVFA concrete is more obvious than that on HVSS concrete. Temperature match curing has negative effect on the late strength and elastic modulus of HVSS concrete. The promotion of temperature match curing to the elastic modulus development is not so obvious as that to the strength development. Temperature match curing can significantly decrease the chloride permeability of HVFA concrete, but its influence on the chloride permeability of HVSS concrete is inconspicuous. Though the adiabatic temperature rise of HVSS concrete is lower than that of HVFA concrete, which is beneficial to its application to the massive concrete structures, its strength especially the splitting tensile strength and resistance to chloride ion penetration need to be improved.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.conbuildmat.2015.08.134</doi><tpages>7</tpages></addata></record> |
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source | ScienceDirect Journals |
subjects | Analysis Concrete Fly ash Massive concrete Mechanical properties Permeability Steel Steel slag Strength Strength of materials Temperature |
title | Comparison of the properties between high-volume fly ash concrete and high-volume steel slag concrete under temperature matching curing condition |
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