Discussion of “Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results” by J. S. McCartney, J. G. Zornberg, and R. H. Swan Jr.
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 1
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References
Chiu, P., and Fox, P. J. (2004). “Internal and interface shear strengths of unreinforced and needle-punched geosynthetic clay liners.” Geosynthet. Int., 11(3), 176–199.
Fox, P. J., Rowland, M. G., and Scheithe, J. R. (1998). “Internal shear strength of three geosynthetic clay liners.” J. Geotech. Geoenviron. Eng., 124(10), 933–944.
Fox, P. J., and Stark, T. D. (2004). “State-of-the-art report: GCL shear strength and its measurement.” Geosynthet. Int., 11(3), 141–175.
Gilbert, R. B. (2001). “Peak vs. residual strength for waste containment systems.” Proc., GRI 15th Annual Geosynthetics Conf., Houston, 29–39.
Triplett, E. J., and Fox, P. J. (2001). “Shear strength of HDPE geomembrane/geosynthetic clay liner interfaces.” J. Geotech. Geoenviron. Eng., 127(6), 543–552.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136 • Issue 1 • January 2010
Pages: 275
Copyright
© 2010 ASCE.
History
Received: Jul 15, 2009
Accepted: Jul 22, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010
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Professor, Dept. of Structural Engineering, Univ. of California–San Diego, La Jolla, CA 92093–0085. E-mail: [email protected]
Staff Engineer, BBC&M Engineering, Inc., Dublin, OH 43016. E-mail: [email protected]
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