Experimental study on the effect of temperature on HDPE geomembrane/ geotextile interface shear characteristics

被引:2
作者
Lin, Hai [1 ]
Gong, Xiangyu [1 ]
Zeng, Yifan [1 ]
Zhou, Chuangbing [1 ]
机构
[1] Nanchang Univ, Sch Infrastruct Engn, 999 Xuefu Ave, Nanchang 330031, Jiangxi, Peoples R China
关键词
Temperature; Geomembrane; Geotextile; Interface; Shear strength; WASTE CONTAINMENT FACILITY; TEXTURED GEOMEMBRANE; STABILITY ANALYSIS; SURFACE-ROUGHNESS; LANDFILL LINER; STRENGTH; GCL; STRESS; GEOSYNTHETICS; APPARATUS;
D O I
10.1016/j.geotexmem.2023.12.005
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Geomembranes (GMBs) and geotextiles (GTXs) are the most widely used geosynthetics in landfills and other barrier systems. While various temperature environments may be encountered in practice, the interface shear characteristics of geosynthetics under different temperatures are still not clear. Shear tests of the interface between a high-density polyethylene GMB and nonwoven GTX are performed using a temperature-controlled submerged direct shear apparatus. The testing temperatures range from 10 degrees C to 70 degrees C, which covers most of the situations commonly encountered in engineering. The shear behaviors of the textured GMB/GTX interface and smooth GMB/GTX interface are presented, and the mechanism of the temperature influence is analyzed according to the test results and phenomena. Temperature has a significant impact on the GMB/GTX interface peak strength and post-peak strength, and maximum interface shear strength could be obtained when the temperature is approximately 30-40 degrees C. The influencing mechanisms of temperature on the GMB/GTX interface shear strength are thoroughly discussed. The shear characteristics of the GMB/GTX interface under different temperatures are critical to the stability analysis of geosynthetic slopes in special condition, and this study can also provide a reference for the effect of temperature on the shear behavior of other geosynthetics.
引用
收藏
页码:396 / 407
页数:12
相关论文
共 70 条
  • [11] Artificial intelligence algorithms for predicting peak shear strength of clayey soil-geomembrane interfaces and experimental validation
    Chao, Zhiming
    Shi, Danda
    Fowmes, Gary
    Xu, Xu
    Yue, Wenhan
    Cui, Peng
    Hu, Tianxiang
    Yang, Chuanxin
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2023, 51 (01) : 179 - 198
  • [12] Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces
    Chao, Zhiming
    Fowmes, Gary
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2021, 49 (03) : 825 - 841
  • [13] Leakage through a hole in a geomembrane beneath a fine-grained tailings
    Chou, Yung-Chin
    Brachman, R. W., I
    Rowe, R. Kerry
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2022, 59 (03) : 372 - 383
  • [14] Relationship between texture of polypropylene coatings and interface friction for sand at low stress levels
    de Leeuw, Lawrence W.
    Dietz, Matthew S.
    Milewski, Henry
    Mylonakis, George
    Diambra, Andrea
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2021, 58 (12) : 1884 - 1897
  • [15] Shear strength of geosynthetic composite systems for design of landfill liner and cover slopes
    Eid, Hisham T.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2011, 29 (03) : 335 - 344
  • [16] Assessment of geomembrane strain from pond liner bubbles
    Eldesouky, H. M. G.
    Thiel, R.
    Brachman, R. W. I.
    [J]. GEOTEXTILES AND GEOMEMBRANES, 2023, 51 (06) : 28 - 40
  • [17] Seepage through a circular geomembrane hole when covered by fine-grained tailings under filter incompatible conditions
    Fan, Jiying
    Rowe, R. Kerry
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2022, 59 (03) : 410 - 423
  • [18] DEM simulation of geotextile-geomembrane interface direct shear test considering the interlocking and wearing processes
    Feng, Shi-Jin
    Wang, Ya-Qiong
    Chen, Hong-Xin
    [J]. COMPUTERS AND GEOTECHNICS, 2022, 148
  • [19] Repeated shear behaviors of geotextile/geomembrane and geomembrane/clay interfaces
    Feng, Shi-Jin
    Lu, Shi-Feng
    [J]. ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (03) : 1 - 13
  • [20] State-of-the-art report: GCL shear strength and its measurement - ten-year update
    Fox, P. J.
    Stark, T. D.
    [J]. GEOSYNTHETICS INTERNATIONAL, 2015, 22 (01) : 3 - 47