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Mechanical properties and microstructure analysis of FA-GGBS-HMNS based geopolymer concrete

机译:FA-GGBS-HMNS基地质聚合物混凝土的力学性能和微观结构分析

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This paper presents an experimental investigation on the mechanical properties and microstructure of geopolymer concrete mixed using class F fly ash (FA), ground granulated blast-furnace slag (GGBS) and high-magnesium nickel slag (HMNS). An optimal combination of FA, GGBS and HMNS was determined using the compressive strength tests of geopolymer (GP) pastes mixed with various different replacements of FA with GGBS and/or HMNS. It was found that the replacement of FA with 20% of GGBS and 10% of HMNS in GP concrete increases the 28-day compressive strength by 100% and the 28-day splitting tensile strength by 58%. The microstructure analysis of the GP concrete using SEM, XRD, and FTIR showed the formation of aluminosilicate amorphous phase in a three-dimensional network. The SEM images revealed a fully compact and cohesive geopolymer matrix, which explains the reason why the mechanical properties of the FA based GP concrete with both GGBS and HMNS are improved. Crown Copyright (C) 2019 Published by Elsevier Ltd. All rights reserved.
机译:本文对使用F级粉煤灰(FA),磨碎的高炉矿渣(GGBS)和高镁镍渣(HMNS)混合的地聚合物混凝土的力学性能和微观结构进行了实验研究。 FA,GGBS和HMNS的最佳组合是通过将地聚合物(GP)糊料与GGBS和/或HMNS的FA的各种不同替代物混合后的抗压强度测试确定的。发现在GP混凝土中用20%GGBS和10%HMNS代替FA可将28天抗压强度提高100%,并将28天抗拉强度提高58%。使用SEM,XRD和FTIR对GP混凝土的微观结构分析表明,在三维网络中形成了硅铝酸盐无定形相。 SEM图像显示出完全致密且具有粘性的地聚合物基质,这解释了为什么同时使用GGBS和HMNS的FA基GP混凝土的机械性能得到改善的原因。 Crown版权所有(C)2019,由Elsevier Ltd.出版。保留所有权利。

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