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The performance of high-strength flowable concrete made with binary, ternary, or quaternary binder in hot climate

机译:二元,三元或四元粘结剂制得的高强度可流动混凝土在炎热气候下的性能

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This paper investigates the performance of high-strength flowable concrete (HSFC) made with binary, ternary, or quaternary binder and with up to 70% of Portland cement replaced by supplementary cemen-titious materials (SCMs). Materials used as partial replacement of cement include class C and class F fly-ash, ground granulated blast furnace slag, and silica fume. A total of 16 concrete mixtures were prepared and tested. Two sets of concrete samples were prepared from each mixture. One set was cured under normal curing conditions (i.e. in a conventional curing room until the day of testing or in the curing room for the first 7 days and air cured for the remaining of the study) and the second set was cured in the curing room for the first 7 days and then exposed to a temperature of 46 ℃ (115 °F) in the oven on a 12-h based cycles until testing. Results showed that HSFC made with high volume of SCMs and exposed to hot climate condition performs similar, in some cases superior, to that of a similar concrete cured under normal condition.
机译:本文研究了用二元,三元或四元粘结剂以及多达70%的波特兰水泥被补充的高水泥材料替代的高强度可流动混凝土(HSFC)的性能。用作水泥的部分替代材料包括C级和F级飞灰,磨碎的高炉矿渣和硅粉。总共准备并测试了16种混凝土混合物。从每种混合物制备两组混凝土样品。一组在正常固化条件下进行固化(即在常规固化室中直至测试当天,或者在固化室中进行前7天的固化,在剩余的研究中进行空气固化),第二组在固化室中进行固化前7天,然后在烤箱中以12小时为一个周期暴露在46℃(115°F)的温度下,直到进行测试。结果表明,由大量SCM制成并暴露于炎热气候条件下的HSFC的性能与在正常条件下固化的类似混凝土相似,在某些情况下更胜一筹。

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