Closure to “Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results” by John S. McCartney, Jorge G. Zornberg, and Robert H. Swan Jr.
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Volume 136, Issue 1
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References
Dixon, N., Jones, D. R. V., and Fowmes, G. J. (2006). “Interface shear strength variability and its use in reliability-based landfill stability analysis.” Geosynthet. Int., 13(1), 1–14.
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.
McCartney, J. S., Zornberg, J. G., and Swan, R. (2002). “Internal and interface shear strength of geosynthetic clay liners (GCLs).” Geotechnical Research Report, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder.
McCartney, J. S., Zornberg, J. G., Swan, R. H., Jr., and Gilbert, R. B. (2004). “Reliability-based stability analysis considering GCL shear strength variability.” Geosynthet. Int., 11(3), 212–232.
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: 276 - 277
Copyright
© 2010 ASCE.
History
Received: Sep 9, 2009
Accepted: Sep 14, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010
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Authors
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John S. McCartney
Barry Faculty Fellow and Asst. Prof., Univ. of Colorado at Boulder, UCB 428, Boulder, CO 80309.
Jorge G. Zornberg
Fluor Centennial Assoc. Professor, Univ. of Texas at Austin, 1 Univ. Station C1792, Austin, TX 78712.
Robert H. Swan Jr.
Faculty Assoc., Univ. of North Carolina at Charlotte Dept. of Engineering Technology, The William States Lee College of Engineering, 9201 University City Blvd., Smith 244 Charlotte, NC 28223.
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