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Sustainable use of waste crushed rock dust as filler material in concrete: performance at elevated temperatures

机译:可持续利用废弃物岩尘作为混凝土中的填充材料:温度高的性能

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Worldwide, cement and concrete production is not an environmental friendly process and consumes natural resources and also responsible for the emission of carbon dioxide. In India, it is estimated that out of 125 million tones of crushed stone aggregate produced every year, 17.8 million tones is crushed rock dust (CRD) which is presently used for land filling causing environmental problems such as loss of fertility of soil. The properties of concrete with CRD as partial replacement of cement are notstudied till date. This experimental study presents the effect of partial replacement of cement by crushed rock dust (CRD) as filler material in concrete when subjected to elevated temperatures. Ordinary Portland cement (OPC) is partially replaced with CRD in five percentages 0%-control concrete: (CC), 10% (CR1), 20% (CR2), 30% (CR3) and 40% (CR4)) by weight. The CC and CRD concrete specimens are subjected to elevated temperatures of 200 °C to 800 °C for 2 hours using an electrically controlled furnace. Ultrasonic pulse velocity (UPV), Mass loss, compressive strength, surface cracking and color change are evaluated at elevated temperatures. Additionally, the micro-structural properties of CC and CRD concrete at ambient and at elevated temperatures isanalyzed using scanning electron microscope (SEM). At ambient temperature, the test results of concrete with CRD up to 30% showed enhanced UPV values and compressive strength than CC. No visible cracks are observed on CC and CRD concrete surface exposedup to 400 °C. UPV values obtained at elevated temperatures with CC and CRD concretes are in good agreement with mass loss and compressive strength values. The results signify that the partial replacement of cement up to 20% with CRD showed the best performance than CC at elevated temperatures and are supported by SEM analysis. The partial replacement of cement up to 20% by CRD reduces cement usage and thereby mitigating global warming.
机译:全球,水泥和混凝土生产不是环境友好的过程,消耗自然资源,也负责发射二氧化碳。据估计,据估计,每年生产的12500万色调,1780万色调是碎石粉(CRD),目前用于造成环境问题,如土壤丧失损失。迄今为止,尚未缺少CRD混凝土的特性作为水泥的部分替代。该实验研究在经受升高的温度时,通过压碎的岩尘(CRD)作为填充材料的填充材料作为填充材料的填充材料的效果。普通的波特兰水泥(OPC)部分用CRD部分替换为0%-Control混凝土:(CC),10%(CR1),20%(CR2),30%(CR3)和40%(CR4))重量。使用电控炉,CC和CRD混凝土试样对200℃至800℃的升高温度2小时。超声波脉冲速度(UPV),质量损失,抗压强度,表面开裂和颜色变化在升高的温度下评估。另外,使用扫描电子显微镜(SEM)在环境温度和升高的温度下进行CC和CRD混凝土的微结构性质。在环境温度下,CRD的混凝土的测试结果高达30%显示增强的UPV值和抗压强度比CC。在CC和CRD混凝土表面暴露至400°C上没有观察到可见裂缝。在具有CC和CRD混凝土的高温下获得的UPV值与质量损失和压缩强度值很好。结果表明,随着CRD的最高可达20%的水泥的部分替代性能比CC在升高的温度下,并通过SEM分析支持。 CRD的部分更换高达20%的水泥减少了水泥使用,从而减轻了全球变暖。

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