Discussion of “Predicting the Onset of Static Liquefaction of Loose Sand with Fines” by Rahman Md. Mizanur and S. R. Lo
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Volume 139, Issue 10
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References
Castro, G. (1969). “Liquefaction of sands.” Harvard Soil Mechanics Series No. 81, Harvard Univ., Cambridge, MA.
Ghafghazi, M., and Shuttle, D. A. (2008). “Evaluation of soil state from SBP and CPT: A case history.” Can. Geotech. J., 45(6), 824–844.
Mesri, G. (2007). “Yield strength and critical strength of liquefiable sands in sloping ground.” Geotechnique, 57(3), 309–311.
Seed, H. B., Tokimatsu, K., Harder, L. F., and Chang, R. M. (1984). “The influence of SPT procedures in evaluating soil liquefaction resistance.” Earthquake Engineering Research Center, Rep. UCB/GERC-84/15, Univ. of California, Berkeley, CA.
Shuttle, D. A., and Cunning, J. (2007). “Liquefaction potential of silts from CPTu.” Can. Geotech. J., 44(1), 1–19.
Shuttle, D. A., and Jefferies, M. (1998). “Dimensionless and unbiased CPT interpretation in sand.” Int. J. for Numerical and Analytical Methods in Geomechanics, 22(5), 351–391.
Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139 • Issue 10 • October 2013
Pages: 1843 - 1845
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Aug 30, 2012
Accepted: Oct 4, 2012
Published online: Sep 16, 2013
Published in print: Oct 1, 2013
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