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Evaluation of particle size distribution and mechanical properties of mineral waste slag as filling material

机译:矿物废渣粒度分布和机械性能评价作为填充材料

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The resource utilization of solid waste in civil engineering is an essential direction of environmental governance. This study systematically investigated the feasibility of mineral waste slag as subgrade filler. The optimal compaction parameters of the waste slag were determined. The effects of different factors on the particle size distribution and mechanical properties of mineral waste slag were evaluated, and the construction parameters of the waste slag were recommended. The results show that when the coarse grain content (CGC) increases from 20% to 80%, the optimal moisture content of the mineral waste slag reduces from 13.03% to 10.50%. The CGC and compactive effort have a greater effect on the particle size distribution and mechanical properties of waste slag. The unconfined compressive strength of the sample reaches a maximum of 0.687 MPa when CGC is 50%. The recommended CGC of waste slag is about 50% in practical engineering, and the moisture content should be strictly controlled. (C) 2020 Elsevier Ltd. All rights reserved.
机译:土木工程中固体废物的资源利用是环境治理的重要方向。本研究系统地研究了矿物废渣作为路基填料的可行性。确定了废渣的最佳压实参数。评价不同因素对矿物废渣粒度分布和机械性能的影响,建议使用废渣的施工参数。结果表明,当粗粒含量(CGC)从20%增加至80%时,矿物废渣的最佳水分含量降低13.03%至10.50%。 CGC和Compactive努力对废渣的粒度分布和机械性能具有更大的影响。当CGC为50%时,样品的无突出的抗压强度最多达到0.687MPa。在实际工程中,废渣的推荐CGC约为50%,应严格控制水分含量。 (c)2020 elestvier有限公司保留所有权利。

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