Discussion of “Assessment of the Liquefaction Susceptibility of Fine-Grained Soils” by Jonathan D. Bray and Rodolfo B. Sancio
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 7
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References
Boulanger, R. W. and Idriss, I. M. (2006), “Liquefaction susceptibility criteria for silts and clays.” J. Geotech. Geoenviron. Eng., 132(11), 2006, 1413–1426.
Ghahremani, M., and Ghalandarzadeh, A. (2006). “Effect of plastic fines on cyclic resistance of sands.” ASCE GSP No 150: Soil and rock behavior and modeling, R. Luna, Z. Hong, G. Ma, and M. Huang, eds., 406–412.
Xenaki, V. C., and Athanasopoulos, G. A. (2003). “Liquefaction resistance of sand-silt mixtures: An experimental investigation of the effect of fines.” Soil Dyn. Earthquake Eng., 23, 183–194.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 134 • Issue 7 • July 2008
Pages: 1028 - 1030
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© 2008 ASCE.
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Published online: Jul 1, 2008
Published in print: Jul 2008
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Authors
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G. A. Athanasopoulos, M.ASCE
Professor, Dept. of Civ. Engrg., Univ. of Patras, Patras, Greece.
V. C. Xenaki, Ph.D.
Soils Engr., Edafomichaniki S.A., Athens, Greece.
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