材料科学
土工合成材料
复合材料
残余强度
梳理
破损
剪切(物理)
土工布
土工膜
岩土工程
工程类
作者
Johnny Shinn‐Nan Lin,Timothy D. Stark,Abedalqader Idries,Sung-Uk Choi
出处
期刊:Geosynthetics International
[Thomas Telford Ltd.]
日期:2023-08-09
卷期号:: 1-11
标识
DOI:10.1680/jgein.22.00375
摘要
This paper provides insight into the causes of post-peak strength loss for textured geomembrane (GMX) and nonwoven geotextile (NGT) interfaces. The NGT can be part of a geosynthetic drainage composite (GDC) or a stand-alone NGT. The study used ring shear tests where one of the two interface materials was replaced after reaching a residual strength condition and the test was restarted to measure the change in interface strength. The interface strength loss from peak to large displacement (LD) strength primarily comes from three mechanisms: (1) geomembrane wear, (2) breakage and combing of fibers in the NGT, and (3) reduction of the hook and loop effect between GMX asperities and fibers of the NGT. The source of interface strength loss from LD strength to the residual value mainly comes from breakage and continuous combing of NGT fibers parallel to the direction of shear in ring shear tests. Scanning electron microscopy photographs of the GMX and NGT before and after shearing confirm wear and smoothing of GMX asperities and the combing of NGT fibers in the direction of shear.
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