Closure to “Effect of the Mode of Shear on Static Liquefaction Analysis” by Abouzar Sadrekarimi
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 8
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References
Chu, J., and Wanatowski, D. (2008). “Instability conditions of loose sand in plane strain.” J. Geotech. Geoenviron. Eng., 136–142.
Chu, J., and Wanatowski, D. (2009). “Effect of loading mode on strain softening and instability behavior of sand in plane-strain tests.” J. Geotech. Geoenviron. Eng., 108–120.
Davis, A. P., Poulos, S. J., and Castro, G. (1988). “Strengths backfigured from liquefaction case histories.” 2nd Int. Conf. on Case Histories in Geotechnical Engineering, Missouri Univ. of Science and Technology, St. Louis, 1693–1701.
Di Prisco, C., and Imposimato, S. (1997). “Experimental analysis and theoretical interpretation of triaxial load controlled loose sand specimen collapses.” Mech. Coheive-Frict. Mater., 2(2), 93–120.
Jefferies, M. G., and Been, K. (2006). Soil liquefaction—A critical state approach, Taylor & Francis, New York.
Olson, S. M., Stark, T. D., Walton, W. H., and Castro, G. (2000). “1907 static liquefaction flow failure of the north dike of Wachusett Dam.” J. Geotech. Geoenviron. Eng., 1184–1193.
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© 2015 American Society of Civil Engineers.
History
Received: Feb 12, 2015
Accepted: Feb 25, 2015
Published online: Mar 30, 2015
Published in print: Aug 1, 2015
Discussion open until: Aug 30, 2015
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