土工膜
土工合成粘土衬垫
土工合成材料
渗滤液
涂层
岩土工程
材料科学
压力(语言学)
复合材料
聚乙烯
环境科学
地质学
土壤科学
导水率
化学
环境化学
土壤水分
哲学
语言学
作者
R. Kerry Rowe,Farhana Jabin
标识
DOI:10.1680/jgein.21.00042
摘要
A series of laboratory tests were conducted to investigate the interface transmissivity, θ, between a 1.5 mm thick high-density polyethylene geomembrane (GMB) and a multicomponent geosynthetic clay liner (GCL) when permeated with a simulated municipal solid waste landfill leachate under a range of applied stresses (10–150 kPa). The effect of three different prehydration fluids, a 4 mm diameter central coating defect, coating defect position, and the effect of coating orientation of the GCL were investigated. It was found that at an applied stress of less than 70 kPa, the effect of these factors on θ was largely masked by the variability in the initial interface contact condition between the GMB and GCL. At 100–150 kPa, the effects of initial variability were largely eliminated, but there was no notable effect of other factors for multicomponent GCLs on interface transmissivity.
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