DISCUSSIONS AND CLOSURES
Feb 1, 1994
Discussion of “Dynamic Interface Shear Strength Properties of Geomembranes and Geotextiles” by M. K. Yegian and A. M. Lahlaf (May 1992, Vol. 118, No. 5)
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VIEW THE REPLYAuthors: Edward Kavazanjian, Jr., Member, ASCE, Benham Hushmand, Member, ASCE, and Geoffrey R. Martin, Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 120, Issue 2
0733-9410(1994)120:2(462)/asset/65496dd7-2bd6-4662-bf4e-cf7e5726b3b5/assets/(asce)0733-9410(1994)120:2(462).fp.png)
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References
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Layered soil‐synthetic liner base isolation system. (1990). The Earth Technology Corp., Long Beach, Calif.
2.
Kavazanjian, E. Jr., Hushmand, B., and Martin, G. R. (1991). “Frictional base isolation using a layered soil‐synthetic liner system.” Proc., 3rd U.S. Conf. on Lifeline Earthquake Engrg., ASCE, New York, N.Y., 1140–1151.
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Mostaghel, N., Hejazi, M., and Tanbakuchi, J. (1983). “Response of sliding structures to harmonic support motion.” J. Earthquake Engrg. Struct. Dyn., 11, 355–366.
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Published In
Journal of Geotechnical Engineering
Volume 120 • Issue 2 • February 1994
Pages: 462 - 465
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Published online: Feb 1, 1994
Published in print: Feb 1994
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Authors
Affiliations
Edward Kavazanjian, Jr., Member, ASCE
Assoc., GeoSyntec Consultants, 16541 Gothard St., Ste. 211, Huntington Beach, CA 92647
Benham Hushmand, Member, ASCE
Pres., Hushmand Assoc., 3831 Magnolia, Irvine, CA 92714
Geoffrey R. Martin, Member, ASCE
Res. Prof., Dept. of Civ. Engrg., Univ. of Southern California, Los Angeles, CA 90089‐2531
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