Discussion of “State-of-the-Art: Prediction of Resilient Modulus of Unsaturated Subgrade Soils” by Zhong Han and Sai K. Vanapalli
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VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 17, Issue 11
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References
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Azam, A. M., Cameron, D. A., and Rahman, M. M. (2015). “Permanent strain of unsaturated unbound granular materials from construction and demolition waste.” J. Mater. Civ. Eng., 04014125.
Khalili, N., and Khabbaz, M. H. (1998). “A unique relationship for χ for the determination of the shear strength of unsaturated soils.” Géotechnique, 48(5), 681–687.
Khoury, N., Brooks, R., and Khoury, C. (2009). “Environmental influences on the engineering behavior of unsaturated undisturbed soils: effect of soil suctions on resilient modulus.” Int. J. Geotech. Eng., 3(2), 303–311.
Liang, R. Y., Rabab’ah, S., and Khasawneh, M. (2008). “Predicting moisture-dependent resilient modulus of cohesive soils using suction concept.” J. Transp. Eng., 34–40.
Ng, C. W. W., Zhou, C., Yuan, Q., and Xu, J. (2013). “Resilient modulus of unsaturated subgrade soil: Experimental and theoretical investigations.” Can. Geotech. J., 50(2), 223–232.
Uzan, J. (1985). “Characterization of granular material.” Transportation Research Record No. 1022, Transportation Research Board, Washington, DC, 52–59.
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Published In
International Journal of Geomechanics
Volume 17 • Issue 11 • November 2017
Copyright
© 2017 American Society of Civil Engineers.
History
Received: Jun 20, 2016
Accepted: Mar 22, 2017
Published online: Sep 8, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 8, 2018
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