Discussion of “Shear Strength Equations for Unsaturated Soil under Drying and Wetting” by Goh Shin Guan, Harianto Rahardjo, and Leong Eng Choon
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Volume 137, Issue 12
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References
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Khalili, N., Geiser, F., and Blight, G. E. (2004). “Effective stress in unsaturated soils: Review with new evidence.” Int. J. Geomech., 4(2), 115–126.
Khalili, N., Habte, M. A., and Zargarbashi, S. (2008). “A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses.” Comput. Geotech., 35(6), 872–889.
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Mašín, D. (2010). “Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils.” Int. J. Numer. Anal. Methods Geomech., 34(1), 73–90.
Miao, L. C., Liu, S. Y., and Lai, Y. M. (2002). “Research of soil-water characteristics and shear strength features of Nanyang expansive soil.” Eng. Geol., 65(4), 261–267.
Vanapalli, S. K., Fredlund, D. G., and Pufahl, D. E. (1996). “The relationship between the soil-water characteristic curve and the unsaturated shear strength of a compacted glacial till.” Geotech. Test. J., 19(3), 259–268.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 137 • Issue 12 • December 2011
Pages: 1310 - 1313
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Aug 31, 2010
Accepted: Sep 30, 2010
Published online: Nov 15, 2011
Published in print: Dec 1, 2011
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