Microstructure-Based Effective Stress Formulation for Unsaturated Granular Soils-Reference-Cited by-同舟云学术

Microstructure-Based Effective Stress Formulation for Unsaturated Granular Soils

Published:2016-12 Issue:6 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Manahiloh Kalehiwot Nega¹,Muhunthan Balasingam²,Likos William J.³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Delaware, 301 DuPont Hall, Newark, DE 19716 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., 405 Spokane St., Sloan Hall 30, Pullman, WA 99164.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, 2215 Engineering Hall, Madison, WI 53706.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000617

Reference73 articles.

1. Aitchison G. D. (1961). “Relationships of moisture stress and effective stress functions in unsaturated soils.” Proc. Pore Pressure and Suction in Soils Conf. Butterworths London 47–52.

2. Aitchison G. D. (1973). “A quantitative description of the stress deformation behavior of expansive soils.” Proc. 3rd Int. Conf. on Expansive Soils Vol. 2 79–82.

3. Aitchison G. D. and Donald I. B. (1956). “Effective stress in unsaturated soils.” Proc. 2nd Australia–New Zealand Conf. on Soil Mechanics and Foundation Engineering 192–199.

4. Alonso E. E. Gens A. and Hight D. W. (1987). “Special problem soils. General report.” Proc. 9th European Conf. on Soil Mechanics and Foundation Engineering Vol. 3 1087–1146.

5. A constitutive model for partially saturated soils

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