Installation survivability of flexible geogrids as earth reinforcement materials

被引:0
作者
Hsieh, CW [1 ]
Lin, CK [1 ]
机构
[1] Natl Pingtung Univ Sci & Technol, Dept Civil Engn, Pingtung, Taiwan
来源
LANDMARKS IN EARTH REINFORCEMENT, VOL 1 | 2001年
关键词
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An in-situ installation survivability study was performed for the purpose of evaluating the amount and degree of installation damage of PVC-coated PET flexible geogrids placed in five types of commonly used backfill materials. The reduction factor for tensile strength due to installation damage is significantly related to soil type and varies from 1.01 to 1.74. The reduction factors for junction strength due to installation damage varies from 1.00 to 1.40 for different type of soils. Additionally, 2% of the maximum load is recommended as the preload for single rib tensile strength test (GRI-GG1). In comparison of the test results, wide width tensile strength (ASTM D4595) of the test geogrids is about 10% to 20% lower than those obtained from single rib tensile strength tests (GRI-GG1). The difference of tensile strength obtained from these two test methods increases as the construction damage effect increases.
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页码:49 / 54
页数:4
相关论文
共 9 条
  • [1] BONAPARTE R, 1998, GEOTECH SPEC PUBL, V18, P68
  • [2] KOERNER GR, 1990, 4 INT C GEOT GEOM RE, P597
  • [3] KOERNER GR, 1993, 1190 ASTM STP, P163
  • [4] Koerner R. M., 1998, DESIGNING GEOSYNTHET
  • [5] RAINEY T, 1993, GEOS 93 C ST PAUL MI
  • [6] Richardson G N., 1998, Geotechnical Fabrics Report, V16, P34
  • [7] SUITS LD, 1996, GEOTECHNICAL FABRICS, V16, P39
  • [8] TROOST GH, 1990, P 4 INT C GEOT GEOM, P609
  • [9] TROOST GH, 1990, P 4 IGS C HAG NETH, P1119