Effective Stress in Unsaturated Soils: Review with New Evidence-Reference-Cited by-同舟云学术

Effective Stress in Unsaturated Soils: Review with New Evidence

Published:2004-06 Issue:2 Volume:4 Page:115-126
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khalili N.¹,Geiser F.²,Blight G. E.³

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, The Univ. of New South Wales, Sydney 2052, Australia (corresponding author).

2. Head of Geomechanics, GeoMod ingénieurs conseils SA, Lausanne, Switzerland.

3. Professor, School of Civil and Environmental Engineering, Univ. of the Witwatersrand, South Africa.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A2%28115%29

Reference38 articles.

1. Aitchison G. D. (1965). “Soil properties shear strength and consolidation.” Proc. 6th Int. Conf. SMFE University of Toronto Press Toronto 319–321.

2. Aitchison G. D. and Donald I. B. (1956). “Some preliminary studies of unsaturated soils.” Proc. 2nd ANZ Conf. SMFE Technical Publications for the New Zealand Institution of Engineers Wellington New Zealand 192–199.

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

4. American Society for Testing and Materials. (1968). “Standard test method for capillary-moisture relationships for coarse-and medium-textured soils by porous-plate apparatus.” STM D2325-68 Philadelphia.

5. American Society for Testing and Materials. (1972). “Standard test method for capillary-moisture relationships for fine-textured soils by pressure-membrane apparatus.” STM D3152-72 Philadelphia.

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