Evaluating the Performance of Modified Geo-Synthetic Clay Liners

Gadhave S. L., Supekar M. B.
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Abstract

Waste products from human activity must always be controlled. Reusing some garbage is possible. But a lot of rubbish that could be more useful needs to be disposed of to protect the environment. Landfilling is one popular form of disposal. The most frequent issues with landfills are groundwater contamination and environmental deterioration, brought on by rainfall and leachate generated during the breakdown of organic materials. A landfill's liner is crucial to stop leachate migration and groundwater contamination. Since their development in 1986, Geo-Synthetic Clay Liners (GCLs) have gained popularity as a barrier solution for municipal solid waste landfills. In this study, fly ash and Kaolinite, two waste materials, are combined with bentonite in different percentages 10–30% and 50%, respectively to evaluate their potential usage as liner materials. Bentonite, in combination, is anticipated to function as a low permeability, self-healing, hydraulic barrier due to these swelling qualities.
评估改性土工合成粘土衬垫的性能
必须始终控制人类活动产生的废品。有些垃圾是可以再利用的。但是,为了保护环境,需要对许多可能更有用的垃圾进行处理。垃圾填埋是一种常见的处理方式。垃圾填埋场最常见的问题是地下水污染和环境恶化,这是降雨和有机物分解过程中产生的沥滤液造成的。垃圾填埋场的衬垫对于阻止沥滤液迁移和地下水污染至关重要。自 1986 年开发以来,土工合成粘土衬垫(GCL)作为城市固体废物垃圾填埋场的阻隔解决方案受到了广泛欢迎。在本研究中,粉煤灰和高岭土这两种废物材料分别以 10-30% 和 50% 的不同比例与膨润土混合,以评估它们作为衬垫材料的潜在用途。由于膨润土具有这些膨胀特性,因此预计其组合可用作低渗透性、自愈合的水力屏障。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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