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The effect of waste foundry sand (WFS) as partial replacement of sand on the mechanical, leaching and micro-structural characteristics of ready-mixed concrete

机译:铸造废砂(WFS)的部分替代对预拌混凝土的力学,浸出和微观结构特性的影响

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摘要

This study presents the potential re-use of waste foundry sand (WFS) in ready-mixed concrete (RMC) production. Regular sand was replaced with five percentages (0%, 10%, 20%, 30%, 40%) of WFS by weight and solidification/stabilization (S/S) process was applied to all concrete mixtures. Three aspects were investigated for the qualification of WFS-based-RMC, i.e., the mechanical, leaching and micro-structural properties. Various tests for the mechanical and physical performance of the solidified products were carried out, and the results indicated that the addition of WFS as partial replacement of sand reduced the strength performance and density and also increased the water absorption ratio of the concrete mixtures. Nevertheless, the concrete having 20% WFS exhibited almost similar results with the control one. Leach-ability characteristics of the entire concrete specimens at different pH conditions representing variant natural cases were also observed. Furthermore, micro-structural investigations of both control mix and concrete mix having 20% WFS were also performed by using XRD, XRF, SEM and EDS techniques. The findings of this research suggest that WFS can be effectively utilized in making good quality RMC as a partial replacement of fine aggregates with no adverse mechanical, environmental and micro-structural impacts; however, the partial replacement should not exceed 20%.
机译:这项研究提出了在预拌混凝土(RMC)生产中可能重新使用铸造废砂(WFS)的方法。用重量百分比为5%(0%,10%,20%,30%,40%)的WFS代替普通砂,并且将固化/稳定化(S / S)过程应用于所有混凝土混合物。研究了基于WFS的RMC资格的三个方面,即机械,浸出和微观结构特性。对固化产品的机械和物理性能进行了各种测试,结果表明,添加WFS作为部分替代砂料会降低强度性能和密度,并提高混凝土混合物的吸水率。然而,具有20%WFS的混凝土表现出与对照品几乎相似的结果。还观察到代表不同自然情况的整个混凝土试样在不同pH条件下的浸出能力特征。此外,还使用XRD,XRF,SEM和EDS技术对控制混合料和WFS为20%的混凝土混合料进行了微结构研究。这项研究的结果表明,WFS可以有效地用于制造高质量的RMC,作为细骨料的部分替代品,而不会产生不利的机械,环境和微观结构影响;但是,部分替换不应超过20%。

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