Discussion of “Fabric and Effective Stress Distribution in Internally Unstable Soils” by T. Shire, C. O’Sullivan, K. J. Hanley, and R. J. Fannin
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Volume 141, Issue 12
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Acknowledgments
The research was supported by the National Natural Science Foundation of China (No. 51179060), 973 Program (No. 2013CB036003), the Education Ministry Foundation of China (No. 20110094130002), and in part, supported by the Program for Changjiang Scholars and Innovative Research Team in University (No. IRT1125), the 111 Project (No. B13024) of China.
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Ke, L., and Takahashi, A. (2011). “Strength reduction of gap-graded cohesionless soil due to internal erosion.” Unsaturated soils: Theory and practice 2011, A. Jotisankasa, A. Sawangsuriya, S. Soralump, and W. Mairaing, eds., Kasetsart Univ., Thailand, 203–208.
Kezdi, A. (1979). Soil physics, Elsevier Scientific, Amsterdam, Netherlands.
Mao, C. X., Duan, X. B., and Wu, L. J. (2009). “Study of critical gradient of piping for various grain sizes in sandy gravels.” Rock Soil Mech., 30(12), 3705–3709 (in Chinese).
Skempton, A. W., and Brogan, J. M. (1994). “Experiments on piping in sandy gravels.” Geotechnique, 44(3), 449–460.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 12 • December 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Oct 22, 2014
Accepted: Nov 6, 2014
Published online: Jul 8, 2015
Published in print: Dec 1, 2015
Discussion open until: Dec 8, 2015
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