Closure to “Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by R. Kayen, R. E. S. Moss, E. M. Thompson, R. B. Seed, K. O. Cetin, A. Der Kiureghian, Y. Tanaka, and K. Tokimatsu
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Volume 140, Issue 4
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References
Cetin, K. O., et al. (2004). “Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential.” J. Geotech. Geoenviron. Eng., 1314–1340.
Idriss, I. M., and Boulanger, R. W. (2008). Soil liquefaction during earthquakes, Earthquake Engineering Research Institute, Oakland, CA.
Kayen, R. E., and Mitchell, J. K. (1997). “Assessment of liquefaction potential during earthquakes by Arias intensity.” J. Geotech. Geoenviron. Eng., 1162–1174.
Kramer, S. L., and Mitchell, R. A. (2006). “Ground motion intensity measures for liquefaction hazard evaluation.” Earthq. Spectra, 22(2), 413–438.
Moss, R. E. S., and Hollenback, J. C. (2009). “Discussion of ‘Analyzing liquefaction-induced lateral spreads using strength ratios’ by S. M. Olsen and C. I. Johnson.” J. Geotech. Geoenviron. Eng., 2006–2008.
Pathak, S. R., and Dalvi, A. N. (2012). “Liquefaction potential assessment: An elementary approach.” Int. J. Innovative Res. Sci. Eng. and Tech., 1(2), 253–255.
Seed, H. B., and Idriss, I. M. (1982). Ground motion and soil liquefaction during earthquakes, Earthquake Engineering Research Institute, Oakland, CA.
Zhou, Y.-G., and Chen, Y.-M. (2007). “Laboratory investigation on assessing liquefaction resistance of sandy soils by shear wave velocity.” J. Geotech. Geoenviron. Eng., 959–972.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 4 • April 2014
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Nov 13, 2013
Accepted: Dec 26, 2013
Published online: Jan 24, 2014
Published in print: Apr 1, 2014
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