Discussion of “Liquefaction Susceptibility Criteria for Silts and Clays” by Ross W. Boulanger and I. M. Idriss
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 7
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References
Ghahremani, M., and Ghalandarzadeh, A. (2006). “Effect of plastic fines on cyclic resistance of sands.” Proc., Soil and Rock Behavior and Modeling (GSP No 150), R. Luna, Z. Hong, G. Ma, and M. Huang, eds., ASCE, Reston, Va., 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(2006), 183–194.
Yang, S. L., Sandven, R., and Grande, L. (2006a). “Instability of sand-silt mixtures.” Soil Dyn. Earthquake Eng., 26, 183–190.
Yang, S. L., Sandven, R., and Grande, L. (2006b). “Steady-state lines of sand-silt mixtures.” Can. Geotech. J., 43, 1213–1219.
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© 2008 ASCE.
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Published online: Jul 1, 2008
Published in print: Jul 2008
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G. A. Athanasopoulos, M.ASCE
Professor, Dept. of Civil Engineering, Univ. of Patras, GR-26500, Greece.
V. C. Xenaki, Ph.D.
Soils Engineer, Edafomichaniki S.A., Athens, Greece.
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