DISCUSSIONS AND CLOSURES
Aug 1, 1989
Closure to “Density Variation in Specimens Subjected to Cyclic and Monotonic Loads” by Paul A. Gilbert and William F. Marcuson III (January, 1988, Vol. 114, No. 1)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 115, Issue 8
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References
1.
Lee, K. L. (1976). “Influence of end restraint in cyclic triaxial tests.” Contract Report S‐76‐1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
2.
Lee, Kenneth L., and Vernese, Frank J. (1978). “End restraint effects on cyclic triaxial strength of sand.” J. Geotech. Engrg. Div., ASCE, 104(6), 705–719.
3.
Seed, H. B., and Peacock, W. H. (1967). “Liquefaction of saturated sand under cyclic simple shear conditions.” Report No. TE‐67‐1, Univ. of California, Berkeley, Calif.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 115 • Issue 8 • August 1989
Pages: 1182 - 1183
Copyright
Copyright © 1989 ASCE.
History
Published online: Aug 1, 1989
Published in print: Aug 1989
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Authors
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Paul A. Gilbert
Res. Civ. Engr., Soil Mech. Div., U.S. Army Engr. Waterways Experiment Sta., Vicksburg, MS 39180‐0631
William F. Marcuson, III, Members, ASCE
Chief, Geotech. Lab., U.S. Army Engr. Waterways Experiment Sta., Vicksburg, MS
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