The Effect of Incorporation Recycled Concrete Aggregate on the Rheological Properties of SCC Using Taguchi Approach

K. Najim, S. Mohammed
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引用次数: 1

Abstract

the use of recycled concrete aggregate (RCA) is a limited due to its higher water absorption and the reduction in both rheological and mechanical properties. Self-compacting concrete (SCC) contains a large quantity of fines material which could compensated for this drawback. The aim of this study is to investigate the effect of using RCA on the rheological properties of recycled aggregate self-compacting concrete (RASCC). In this study, natural coarse aggregate (NCA) was partially replaced with recycled coarse aggregate (CRA) by 25%, 50%, 75%, and 100% and the natural fine aggregate (NFA) was partially replaced with recycled fine aggregate (RFA) by 20%, 30%, 40%, and 50%. Taguchi technique was used in this investigation in order to reduce the experimental work. It was found that rheological properties including filling ability, passing ability and segregation resistance significantly deteriorated. However, all mixes have satisfied the requirements of EFNARC.
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用田口法研究掺入再生混凝土骨料对SCC流变性能的影响
再生混凝土骨料(RCA)的使用受到限制,因为它的高吸水性和流变学和机械性能的降低。自密实混凝土(SCC)含有大量的细粒材料,可以弥补这一缺点。本研究的目的是探讨使用RCA对再生骨料自密实混凝土(RASCC)流变特性的影响。本研究采用再生粗骨料(CRA)部分替代天然粗骨料(NCA)的比例分别为25%、50%、75%和100%,再生细骨料(RFA)部分替代天然细骨料(NFA)的比例分别为20%、30%、40%和50%。为了减少实验工作量,本研究采用田口法。结果表明,填充能力、通过能力和抗偏析能力等流变性能明显变差。然而,所有混合物都满足EFNARC的要求。
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