Closure to “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
Azam, A. M., Cameron, D. A., and Rahman, M. M. (2013). “Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials.” Can. Geotech. J., 50(11), 1143–1158.
Han, Z., and Vanapalli, S. K. (2016). “Stiffness and shear strength of unsaturated soils in relation to soil-water characteristic curve.” Géotechnique, 66(8), 627–647.
Khalili, N., Geiser, F., and Blight, G. E. (2004). “Effective stress in unsaturated soils: Review with new evidence.” Int. J. Geomech., 115–126.
Khoury, N., Brooks, R., and Khoury, C. (2009). “Environmental influences on the engineering behavior of unsaturated undisturbed subgrade soils: Effect of soil suctions on resilient modulus.” Int. J. Geotech. Eng., 3(2), 303–311.
Khoury, N., Brooks, R., Khoury, C., and Yada, D. (2012). “Modeling resilient modulus hysteretic behavior with moisture variation.” Int. J. Geomech., 519–527.
Wheeler, S. J., Sharma, R. S., and Buisson, M. S. R. (2003). “Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils.” Géotechnique, 53(1), 41–54.
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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: May 11, 2017
Accepted: May 24, 2017
Published online: Sep 8, 2017
Published in print: Nov 1, 2017
Discussion open until: Feb 8, 2018
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