A design perspective on shear strength testing of geosynthetic clay liners
Conference
·
OSTI ID:543574
- Hong Kong Government, Kowloon (Hong Kong). Civil Engineering Dept.
Geosynthetic Clay Liners (GCLs) are being used on increasingly steep and high landfill slopes, which requires careful determination of the appropriate shear strength to be used in design. This paper reviews shear strength testing of GCLs, and the subsequent use of the strength data, from a design viewpoint.
- OSTI ID:
- 543574
- Report Number(s):
- CONF-9601137--; ISBN 0-8031-2471-6
- Country of Publication:
- United States
- Language:
- English
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