Three-Dimensional Constitutive Model for Partially and Fully Saturated Soils-Reference-Cited by-同舟云学术

Three-Dimensional Constitutive Model for Partially and Fully Saturated Soils

Published:2005-09 Issue:3 Volume:5 Page:244-255
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Georgiadis Konstantinos¹²³,Potts David M.¹²³,Zdravkovic Lidija¹²³

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, Thessaloniki 541 24, Greece (formerly Imperial College London).

2. Professor of Analytical Soil Mechanics, Imperial College London, London SW7 2AZ, U.K.

3. Senior Lecturer, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K. (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A3%28244%29

Reference26 articles.

1. Alonso E. E. Gens A. and Gehling W. Y. Y. (1994). “Elastoplastic model for unsaturated expansive soils.” Proc. 3rd European Conf. on Numerical Methods in Geotechnical Engineering Manchester U.K. 11–18.

2. Alonso E. E. Gens A. and Hight D. W. (1987). “General report on special problems soils.” Proc. 9th Eur. Conf. on Soil Mech. Found. Eng. Dublin Ireland Hanrahan E. T. Orr T. L. L. and Widdis T. F. eds. Balkema Rotterdam The Netherlands 3 1087–1146.

3. A constitutive model for partially saturated soils

4. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad I Samarbeide Med Teknikk,1959

5. Elastoplastic soil constitutive laws generalized to partially saturated states

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