This paper presents a comprehensive source of information on the shear strength and shear strength testing of geosynthetic clay liners (GCLs). Essential concepts of shear stress–displacement behavior and shear strength interpretation are presented, including long-term performance issues, followed by detailed discussions on the laboratory measurement of the shear strength of GCLs and GCL interfaces. The paper also provides recommendations for the selection of design failure envelopes for stability analyses and checklists to assist users in the specification of GCL shear testing programs. North American practice is emphasized and discussions are focused primarily within the context of landfill bottom liner and cover systems. Conclusions are drawn with regard to GCL shear strength behavior and current GCL strength testing practice, improvements for GCL strength testing and reporting are suggested, and future research needs are identified.
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June 2004
Research Article|
June 01 2004
State-of-the-art report: GCL shear strength and its measurement
P. J. Fox;
P. J. Fox
Associate Professor
1
Department of Civil & Environmental Engineering & Geodetic Science, The Ohio State University
Columbus, OH 43210, USA
Telephone: +1 614 688 5695, Telefax: +1 614 292 3780
, E-mail: fox.407@osu.edu
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T. D. Stark
T. D. Stark
Professor
2
Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign
Urbana, IL 61801, USA
Telephone: +1 217 333 7394, Telefax: +1 217 333 9464
, E-mail: tstark@uiuc.edu
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Publisher: Emerald Publishing
Received:
April 22 2002
Revision Received:
February 04 2004
Accepted:
March 20 2004
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2004 Thomas Telford Ltd
2004
Geosynthetics International (2004) 11 (3): 141–175.
Article history
Received:
April 22 2002
Revision Received:
February 04 2004
Accepted:
March 20 2004
Citation
Fox PJ, Stark TD (2004), "State-of-the-art report: GCL shear strength and its measurement". Geosynthetics International, Vol. 11 No. 3 pp. 141–175, doi: https://doi.org/10.1680/gein.2004.11.3.141
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