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Shear strength characteristics and chemical characteristics of leachate-contaminated lateritic soil

机译:渗滤液污染的红土的剪切强度特征和化学特征

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Leachate is a hazardous liquid and is a major cause of concern in landfills. Numerous environmental problems such as soil and groundwater contamination occur in unlined landfills due to free flow of leachate. Large quantities of leachate-contaminated soils result from open dumping in the study area. These dump yards receive large quantities of municipal solid waste which includes chemical and industrial wastes. Large areas of land are currently being used for this purpose. An extensive laboratory testing program was carried out to determine the properties of clean and contaminated lateritic soils. Laboratory prepared municipal solid waste leachate was used in this study. Contaminated specimens were prepared by mixing the soils with MSW leachate in the increments of 0 percent, 5 percent, 10 percent and 20 percent by weight to vary the degree of contamination. The results showed that the MSW leachate affects the Atterberg limits, shear strength and chemical characteristics of the lateritic soils. The liquid limit and the plasticity index of the lateritic soils increases with MSW leachate concentration. For specimens tested at the Proctor density, effective cohesion increases and effective friction angle decreases due to increase in leachate concentration. This is attributed due to the increase in clay content of lateritic soil after interaction with the leachate. This led to increase in cohesion parameter and the friction angle decreases. The pH measurements of lateritic soil contaminated with MSW leachate indicated an increase in pH values. This is also accompanied by slight increase in the cation exchange capacity of the soil. The change in chemical characteristics of lateritic soil contributed due to addition of leachate may be detrimental to foundation concrete in real field conditions. The present work deals with an attempt to study the effect of leachate on the Atterberg limits, shear strength properties and chemical characteristics of lateritic soil.
机译:渗滤液是一种有害液体,是垃圾填埋场关注的主要原因。由于渗滤液的自由流动,在未衬砌的垃圾填埋场中会发生许多环境问题,例如土壤和地下水污染。研究区的露天倾倒导致大量的渗滤液污染土壤。这些垃圾场接收大量的城市固体废物,其中包括化学和工业废物。目前,大面积土地正用于此目的。进行了广泛的实验室测试程序,以确定清洁和受污染的红土土壤的特性。本研究使用实验室制备的城市固体垃圾渗滤液。通过将土壤与MSW渗滤液混合,以0%,5%,10%和20%(重量)的增量混合来制备污染的样品,以改变污染程度。结果表明,城市固体垃圾渗滤液会影响红土的阿特伯格极限,抗剪强度和化学特性。红土土壤的液体极限和可塑性指数随城市固体垃圾渗滤液浓度的增加而增加。对于以Proctor密度测试的样品,由于渗滤液浓度的增加,有效的内聚力增加,有效的摩擦角减小。这归因于与渗滤液相互作用后红土土壤中粘土含量的增加。这导致内聚参数增加并且摩擦角减小。被MSW渗滤液污染的红土土壤的pH值测量表明pH值增加。这还伴随着土壤阳离子交换能力的轻微增加。由于添加了渗滤液,导致红土土壤化学特性的变化可能对实地条件下的基础混凝土有害。本工作旨在研究渗滤液对阿特伯格极限,红土的剪切强度特性和化学特性的影响。

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