DISCUSSIONS AND CLOSURES
Oct 1, 2006

Discussion of “Analysis of a Large Database of GCL Internal Shear Strength Results” by Jorge G. Zornberg, John S. McCartney, and Robert H. Swan, Jr.

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 10
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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.
Eid, H. T., and Stark, T. D. (1997). “Shear behavior of an unreinforced geosynthetic clay liner.” Geosynthet. Int., 4(6), 645–659.
Eid, H. T., Stark, T. D., and Doerfler, C. K. (1999). “Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner.” Geosynthet. Int., 6(3), 219–239.
Fox, P. J., Rowland, M. G., Scheithe, J. R., Davis, K. L., Supple, M. R., and Crow, C. C. (1997a). “Design and evaluation of a large direct shear machine for geosynthetic clay liners.” Geotech. Test. J., 20(3), 279–288.
Fox, P. J., Scheithe, J. R., and Rowland, M. G. (1997b). “Discussion of ‘Shear strength of reinforced geosynthetic clay liners’ by R. B. Gilbert, F. Fernandez, and D. W. Horsfield.” J. Geotech. Geoenviron. Eng., 123(12), 1178–1179.
Fox, P. J., Rowland, M. G., and Scheithe, J. R. (1998). “Internal shear strength 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.
Fox, P. J., Stark, T. D., and Swan, R. H., Jr. (2004). “Laboratory measurement of GCL shear strength.” Advances in Geosynthetic Clay Liner Technology: 2nd Symposium, STP 1456, R. E. Mackey and K. von Maubeuge, eds., ASTM International, West Conshohocken, Pa., 92–109.
Gilbert, R. B., Fernandez, F., and Horsfield, D. W. (1996). “Shear strength of reinforced geosynthetic clay liner.” J. Geotech. Engrg., 122(4), 259–266.
Gilbert, R. B., Scranton, H. B., and Daniel, D. E. (1997). “Shear strength testing for geosynthetic clay liners.” Testing and Acceptance Criteria for Geosynthetic Clay Liners, STP 1308, L. W. Well, ed., ASTM International, West Conshohocken, Pa., 121–135.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 10October 2006
Pages: 1373 - 1376

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Published online: Oct 1, 2006
Published in print: Oct 2006

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Patrick J. Fox
Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, Ohio State Univ., Columbus, OH 43210. E-mail: fox.407@ osu.edu

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