Change pattern of geomembrane surface roughness for geotextile/textured geomembrane interfaces

被引:9
|
作者
Xu, Gaojie [1 ]
Shi, Jianyong [2 ]
Li, Yan [3 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Peoples R China
[2] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210024, Peoples R China
[3] Shanghai Municipal Engn Design Inst Grp Co Ltd, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Roughness parameter; Textured geomembrane; Direct shear; Shear strength; Profile change; LANDFILL LINER INTERFACE; SHEAR-INDUCED CHANGES; TEXTURED GEOMEMBRANE; INCLINED PLANE; HDPE GEOMEMBRANE; SLOPE FAILURE; LINING SYSTEM; STRENGTH; FRICTION; BEHAVIOR;
D O I
10.1016/j.geotexmem.2022.09.009
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Applying textured geomembrane improves the frictional performance of geotextile and geomembrane interfaces. However, very limited research has been conducted to analyze the variation in textured geomembrane roughness during geotextile/geomembrane interface shear processes. In this study, a geomembrane surface roughness measurement method for measuring asperity height data with fixed intervals was presented. Normalized profile length and fractal dimension were used to quantitatively describe the geomembrane surface deformation during the geotextile/textured geomembrane interface shear process. It was found that applying normal stress led to a reduction of the roughness parameters. After the mobilization of the peak shear stress during the shear process, the chosen roughness parameters decreased with the shear displacement. And, increasing the normal stress made the shear-induced reduction of roughness parameters more obvious. The hyperbolic model can be used to describe the quantitative relationship between the geomembrane roughness parameters and the shear displacement. This study can help explain the displacement-softening post-peak behavior of the geotextile/ textured geomembrane interfaces.
引用
收藏
页码:88 / 99
页数:12
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