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首页> 外文期刊>Construction and Building Materials >Enhancement of the properties of Ground Granulated Blast Furnace Slag based Self Compacting Geopolymer Concrete by incorporating Rice Husk Ash
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Enhancement of the properties of Ground Granulated Blast Furnace Slag based Self Compacting Geopolymer Concrete by incorporating Rice Husk Ash

机译:掺入稻壳灰提高碎粒高炉矿渣基自密实地聚合物混凝土的性能

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Rice Husk Ash (RHA) is an agricultural waste and plentifully accessible in rice-producing countries such as India. Use of RHA is achieving broader awareness because of its considerable impact on the mechanical and microstructural properties of concrete based on OPC as well as geopolymer binders. This paper presents the effect of RHA on the Fresh and Mechanical properties of Self Compacting Geopolymer Concrete (SCGC) blended by Ground Granulated Blast Furnace Slag (GGBFS). The SCGC was developed using GGBFS as the primary binder and GGBFS was replaced with 5%, 15% and 25% of RHA. The workability of fresh SCGC was assessed by slump flow, V-funnel, L-Box and J-Ring test methods as per EFNARC guidelines. Mechanical properties such as compressive strength, split tensile strength and flexural strength at 3, 7, and 28 days was tested. The results show that replacement of GGBFS with RHA results in loss of workability. The optimum replacement level of the RHA is 5% which results in 2.81% decrease in slump flow value but increases 3.02% compressive strength compare to results of 100% GGBFS SCGC mix. From SEM images, 5% RHA mix shows dense microstructure. (C) 2018 Elsevier Ltd. All rights reserved.
机译:稻壳灰(RHA)是一种农业废料,在印度等稻米生产国十分丰富。 RHA的使用对基于OPC的混凝土和地质聚合物粘合剂的机械和微观结构性能有相当大的影响,因此使用RHA引起了广泛的关注。本文介绍了RHA对粉状高炉矿渣(GGBFS)掺合的自密实土聚合物(SCGC)的新鲜和力学性能的影响。使用GGBFS作为主要粘合剂开发了SCGC,并用5%,15%和25%的RHA代替了GGBFS。根据EFNARC指南,通过坍落流量,V型漏斗,L型箱和J型环测试方法评估了新鲜SCGC的可加工性。测试了3天,7天和28天的机械性能,例如抗压强度,劈裂抗张强度和弯曲强度。结果表明,用RHA代替GGBFS会导致可使用性下降。与100%GGBFS SCGC混合物的结果相比,RHA的最佳替代含量为5%,这导致坍落度流量值降低2.81%,但抗压强度提高3.02%。根据SEM图像,5%的RHA混合物显示出致密的微观结构。 (C)2018 Elsevier Ltd.保留所有权利。

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