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Jan 1, 2002
Closure to “Liquefaction Testing of Stratified Silty Sands,” by F. Amini, M.ASCE, and G. Z. Qi
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 1
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References
Harder, L. F. (1988). “Use of penetration tests to determine the cyclic loading of gravelly soils during earthquake loading.” PhD dissertation, Univ. of California at Berkeley.
Hynes, M. E. (1988). “A pore pressure characterization of gravels under undrained cyclic loading.” PhD dissertation, Univ. of California at Berkeley.
Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K., and Arulanandan, K.(1977). “Effects of sample preparation on sand liquefaction.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng. 103(2), 91–108.
Vasquez-Herrera, A., and Dobry, R. (1989). “The behavior of undrained contractive sand and its effects on seismic liquefaction flow failures of earth structures.” Dept. of Army, U.S. Army Corps of Engineers, Contract No. 86-003, Washington, D.C.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 128 • Issue 1 • January 2002
Pages: 96
History
Published online: Jan 1, 2002
Published in print: Jan 2002
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F. Amini, M.ASCE
Chairman, Dept. of Civil Engineering, Jackson State Univ. P.O. Box 17068, Jackson, MS 39217-0168.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.