Strength Characteristics of a Smooth HDPE Geomembrane/Nonwoven Geotextile Interface Based on a Novel Ring Shear Apparatus

被引:6
作者
Liu, Zhanlei [1 ]
Shi, Jianyong [1 ]
Lin, Hai [2 ]
Zhang, Yuchen [1 ]
机构
[1] Hohai Univ, Key Lab Minist Educ Geomech & Embankment Engn, Nanjing 210024, Peoples R China
[2] Nanchang Univ, Sch Infrastruct Engn, Nanchang 330031, Peoples R China
基金
中国国家自然科学基金;
关键词
smooth geomembrane; nonwoven geotextile; peak strength; residual strength; high normal stress; submerged conditions; LANDFILL SLOPE FAILURE; STABILITY ANALYSIS; SOIL INTERFACE; LINER-SYSTEM; WASTE;
D O I
10.3390/polym15112497
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
This paper aims to investigate the interfacial strength characteristics, particularly the residual strength, of a high-density polyethylene smooth geomembrane (GMB-S)/nonwoven geotextile (NW GTX) interface using a novel ring shear apparatus under high normal stresses and two specimen conditions. A total of eight normal stresses (from 50 kPa to 2308 kPa) and two specimen conditions (dry and submerged at ambient temperature) are considered in this study. The reliability of using the novel ring shear apparatus to study the strength characteristics of the GMB-S/NW GTX interface was demonstrated by conducting a series of direct shear experiments with a maximum shear displacement of 40 mm and ring shear experiments with a shear displacement of 10 m. The peak strength, post-peak strength development, and residual strength determination method of the GMB-S/NW GTX interface are explained. Three exponential equations suitable for characterizing the relationship between the post-peak friction angle and the residual friction angle of the GMB-S/NW GTX interface are established. This relationship can be used with the relevant apparatus (i.e., an apparatus with deficiencies in executing large shear displacement) in determining the residual friction angle of the high-density polyethylene smooth geomembrane/nonwoven geotextile interface.
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页数:20
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