Effect of temperature on shear strength of two geomembrane-geotextile interfaces

被引：29
作者：
Akpinar, MV
Benson, CH
机构：
[1] Mustafa Kemal Univ, Dept Civil Engn, Hatay, Turkey
[2] Univ Wisconsin, Dept Civil & Environm Engn, Madison, WI 53706 USA
来源：
GEOTEXTILES AND GEOMEMBRANES | 2005年 / 23卷 / 05期
关键词：
geosynthetics; interface; geomembrane; geotextile; temperature; shear strength; displacement rate;
D O I：
10.1016/j.geotexmem.2005.02.004
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This study was conducted to assess whether temperature affected the shear strength of interfaces between a nonwoven needle-punched polypropylene geotextile (GT) and two high-density polyethylene geomembranes [smooth (GMS) and textured (GMT)]. Testing was conducted using a double-interface shear device (DISD) enclosed in a constant temperature chamber. Tests were conducted at temperatures ranging between 0 and 33 degrees C at normal stresses between 7.5 and 49.5 kPa and with displacement rates between 0.9 and 1.5 mm/min. Only small changes in interface strength were observed for the range of temperatures that was considered. Increasing the temperature from 0 to 33 degrees C resulted in an increase in the peak interface friction angle of 2.9 degrees for the GMS-GT interface and 2.3 degrees for the GMT-GT interface, regardless of the displacement rate. Similar changes were observed for the post-peak friction angle. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码：443 / 453
页数：11
相关论文
共 14 条
  • [1] AKPINAR M, 1997, THESIS U WISCONSIN M
  • [2] Bely V.A., 1982, FRICTION WEAR POLYM
  • [3] BENSON C, 2003, 0305 U WISCONSIN DEP
  • [4] Budiman J., 1994, P 5 INT C GEOT GEOM, P1093
  • [5] CORSER P, 1991, P GEOSYNTHETIC DES P, P1
  • [6] Daniels C.A., 1989, POLYM STRUCTURE PROP
  • [7] GILBERT RB, 1995, P GEOS 95 NASHV TN, P1017
  • [8] Water balance modeling of earthen final covers
    Khire, MV
    Benson, CH
    Bosscher, PJ
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1997, 123 (08) : 744 - 754
  • [9] Koerner R M., 1997, DESIGNING GEOSYNTHET
  • [10] Lord A. E., 1995, GEOSYNTHESIS INT, V2, P626
12