Discussion of “Behavior of Coarse Widely Graded Soils under Low Confining Pressures” by H. F. Zhao, L. M. Zhang, and D. S. Chang
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 2
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References
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Thevanayagam, S., Shenthan, T., Mohan, S., and Liang, J. (2002). “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng., 849–859.
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© 2013 American Society of Civil Engineers.
History
Received: Apr 8, 2013
Accepted: Jul 17, 2013
Published online: Dec 6, 2013
Published in print: Feb 1, 2014
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Ph.D. Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. E-mail: [email protected]
Senior Engineer, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technology, Chengdu, Sichuan, 610051, China; and College of Environment and Civil Engineering, Chengdu Univ. of Technology, Chengdu, Sichuan, 610051, China (corresponding author). E-mail: [email protected]
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