Discussions and Closures
Dec 6, 2013

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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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 2
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References

Fukushima, S., and Tatsuoka, F. (1984). “Strength and deformation characteristics of saturated sand at extremely low pressure.” Soils Found., 24(4), 30–48.
Murthy, T. G., Loukidis, D., Carraro, J. A. H., Prezzi, M., and Salgado, R. (2007). “Undrained monotonic response of clean and silty sands.” Geotechnique, 57(3), 273–288.
Ni, Q., Tan, T. S., Dasari, G. R., and Hight, D. W. (2004). “Contribution of fines to the compressive strength of mixed soils.” Geotechnique, 54(9), 561–569.
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.
Xiao, Y., Liu, H. L., Zhu, J. G., and Shi, W. C. (2012). “Modeling and behaviours of rockfill materials in three-dimensional stress space.” Sci. China Technol. Sci., 55(10), 2877–2892.
Yamamuro, J. A., and Lade, P. V. (1998). “Steady-state concepts and static liquefaction of silty sands.” J. Geotech. Geoenviron. Eng., 868–877.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140Issue 2February 2014

History

Received: Apr 8, 2013
Accepted: Jul 17, 2013
Published online: Dec 6, 2013
Published in print: Feb 1, 2014

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Yang Xiao, S.M.ASCE [email protected]
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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