Discussion of “Analysis of Deep Moisture Barriers in Expansive Soils. I: Constitutive Model Formulation” by Eduardo Rojas, Miguel P. Romo, and Refugio Cervantes
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 9, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
References
Alonso, E. E., Gens, A., and Gehling, W. Y. Y. (1994), “Elasto-plastic model for unsaturated expansive soils.” Proc, 3rd European Conf. on Numerical models in geotechnical engineering, Manchester, I. Smith, ed., Balkema, 11–18.
Alonso, E. E., Gens, A., and Josa, A. (1990). “A constitutive model for partially saturated soils.” Geotechnique, 40(3), 405–430.
Alonso, E. E., Vaunat, J., and Gens, A. (1999). “Modeling the mechanical behavior of expansive clays.” Eng. Geol., 54, 173–183.
Budhu, M. (2007). Soil mechanics and foundations, 2nd Ed., Wiley, New York.
Delage, P., and Graham, I. (1995). “State of the art report: Understanding the behavior of unsaturated soils requires reliable conceptual models.” Proc., 1st International Conference on Unsaturated Soils, Paris, France, E. E. Alonso and P. Delage, eds., Balkema, Rotterdam, 3, 1323–1256.
Fredlund, D. G., and Rahardjo, H. (1993). Soil mechanics for unsaturated soils, Wiley, New York.
Ho, D. Y. F., Fredlund, D. G., and Rahardjo, H. (1992). “Volume change indices during loading and unloading of an unsaturated soil.” Can. Geotech. J., 29(2), 195–207.
Lloret, A., and Alonso, E. E. (1985). “State surfaces for partially saturated soils.” Proc., 11th Int. Conf. Soil Mech. Fdn. Engng, Vol. 2, 557–562.
Matyas, E. L., and Radhakrishna, H. S. (1968). “Volume change characteristics of partially saturated soils.” Geotechnique, 18(4), 432–448.
Rojas, E., Romo, M. P., Garnica, P., and Cervantes, R. (2006). “Analysis of deep moisture barriers in expansive soils. Part II: Water flow formulation and implementation.” Int. J. Geomech., 6(5), 319–327.
Roscoe, K. H., and Burland, J. B. (1968). “On the generalized stress-strain behavior of ‘wet’ clay.” Engineering plasticity, J. Heyman and F. A. Leckie, eds., Cambridge University Press, Cambridge, U.K., 535–609.
Sharma, R. S. (1998). “Mechanical behaviour of unsaturated highly expansive clays.” Ph.D. thesis, University of Oxford, U.K.
Zhang, X., and Lytton, R. L. (2009a). “A modified state surface approach on unsaturated soil behavior study. I: Basic concept.” Can. Geotech. J., in press.
Zhang, X., and Lytton, R. L. (2009b). “A modified state surface approach on unsaturated soil behavior study. II: General formulation.” Can. Geotech. J., in press.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Published online: Mar 1, 2009
Published in print: Mar 2009
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.