Closure to “Residual and Postliquefaction Strength of a Liquefiable Sand” by Mandar Dewoolkar, Jay Hargy, Ian Anderson, Pedro de Alba, and Scott M. Olson
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VIEW THE ORIGINAL ARTICLEAuthors: Mandar Dewoolkar, M.ASCE [email protected], and Scott M. Olson, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 5
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References
Mesri, G. (2007). “Yield strength and critical strength of liquefiable sands in sloping ground.” Geotech., 57(3), 309–311.
Olson, S. M., and Mattson, B. B. (2008). “Mode of shear effects on yield and liquefied strength ratios.” Can. Geotech. J., 45(4), 574–587.
Sadrekarimi, A., and Olson, S. M. (2009). “A new ring shear device to measure the large displacement shearing behavior of sands.” Geotech. Test. J., 32(3), 197–208.
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©2017 American Society of Civil Engineers.
History
Received: Sep 22, 2016
Accepted: Nov 3, 2016
Published online: Jan 31, 2017
Published in print: May 1, 2017
Discussion open until: Jun 30, 2017
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P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Vermont, 33 Colchester Ave., Burlington, VT 05405 (corresponding author). E-mail: [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801. E-mail: [email protected]
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