Discussion of “Predicting Moisture-Dependent Resilient Modulus of Cohesive Soils Using Soil Suction Concept” by R. Y. Liang, S. Rabab’ah, and M. Khasawneh
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Transportation Engineering
Volume 136, Issue 7
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References
Blight, G. E. (1967). “Effective stress evaluation for unsaturated soils.” J. Soil Mech. and Found. Div., 93(2), 125–148.
Huang, W. H., Yang, S. R., Kung, J. H. S., and Lin, H. D. (2006). “Effect of matric suction on resilient modulus of compacted subgrade soils.” Proc., TRB 86th Annual Meeting.
Khalili, N., and Khabbaz, M. H. (1998). “A unique relationship for for the determination of the shear strength of unsaturated soils.” Geotechnique, 48(2), 1–7.
Loret, B., and Khalili, N. (2002). “An effective stress elastic-plastic model for unsaturated porous media.” Mech. Mater., 34(2), 97–116.
Sparks, A. D. W. (1963). “Theoretical considerations of stress equations for partly saturated soils.” Proc., 3rd African Conf. Soil Mech. Found. Eng., Vol. 1, 215–218.
Yang, S. R., Huang, W. H., and Tai, Y. T. (2005). “Variation of resilient modulus with soil suction for compacted subgrade soils.” Transportation Research Record. 1913, Transportation Research Board, Washington, D.C., 96–106.
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© 2010 ASCE.
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Received: Jun 1, 2008
Accepted: Dec 17, 2008
Published online: Jun 15, 2010
Published in print: Jul 2010
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Research Fellow, Geotechnical Engineering Research Center, Sinotech Engineering Consultants, Inc., Basement, No. 7, Lane 26, Yat-Sen Rd., Taipei, 11071, Taiwan, R. O. C. E-mail: [email protected]
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