A Design Perspective on Shear Strength Testing of Geosynthetic Clay Liners

JW Cowland

doi:10.1520/STP11805S

SYMPOSIA PAPER Published: 01 January 1997

STP11805S

A Design Perspective on Shear Strength Testing of Geosynthetic Clay Liners

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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.

Author Information

Cowland, JW

Hong Kong Government, Kowloon, Hong Kong

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Details

Developed by Committee: D35

Pages: 229–239

DOI: 10.1520/STP11805S

ISBN-EB: 978-0-8031-5364-6

ISBN-13: 978-0-8031-2471-4

A Design Perspective on Shear Strength Testing of Geosynthetic Clay Liners

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