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
Boardman, B. T., and Rinne, E. E. (2006). “Recent database for liquefaction susceptibility calculations in cohesive soils.” Proc., 8th U.S. Conf. on Earthquake Engineering, San Francisco, April 18–22, 2006, Paper No. 524.
Bray, J. D., et al. (2004). “Subsurface characterization of ground failure sites at Adapazari, Turkey.” J. Geotech. Geoenviron. Eng., 130(7), 673–685.
Martin, J. R., and Olgun, C. G. (2006). “Unanticipated seismic vulnerability of fine-grained plastic soils.” Proc., 8th U.S. Conf. on Earthquake Engineering, San Francisco, April 18–22, 2006, Paper No. 369.
Robertson, P. K., and Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Canadian Journal of Geotechnical Engineering, 35(3), 442–459.
Seed, R. B., et al. (2003). “Recent advances in soil liquefaction engineering: A unified and consistent framework.” Earthquake Engineering Research Center Report 2003-06, Univ. of California, 72.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Report from 1996 and 1998 NCEER Workshops on Eval. of Liquef. Resist. of Soils.” J. Geotech. Geoenviron. Eng., 127(10), 817–833.
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© 2008 ASCE.
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Published online: Jul 1, 2008
Published in print: Jul 2008
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