Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program-Reference-Cited by-同舟云学术

Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program

Published:2008-11 Issue:11 Volume:134 Page:1619-1632
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Houston Sandra L.¹²³,Perez-Garcia Natalia¹²³,Houston William N.¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287.

3. Professor, Emeritus, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A11%281619%29

Reference22 articles.

1. Significance of soil suction and soil water characteristic curve parameters;Babu S.;Geotech. Test. J.,2005

2. Donald I. B. (1956). “Shear strength measurements in unsaturated non-cohesive soils with negative pore water pressure.” Proc. 2nd Australia-New Zealand Conf. Soil Mech. Found. Eng Christchurch New Zealand 200–205.

3. Nonlinear analysis of stress and strain in soils;Duncan J. M.;J. Soil Mech. and Found. Div.,1970

4. Escario V. (1980). “Suction controlled penetration and shear tests.” Proc. 4th Int. Conf. on Expansive Soils Vol. 2 ASCE Denver 781–797.

5. The shear strength of partly saturated soils

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