Direct Shear Testing on Unsaturated Silty Soils to Investigate the Effects of Drying and Wetting on Shear Strength Parameters at Low Suction-Reference-Cited by-同舟云学术

Direct Shear Testing on Unsaturated Silty Soils to Investigate the Effects of Drying and Wetting on Shear Strength Parameters at Low Suction

Published:2016-03 Issue:3 Volume:142 Page:04015081
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gallage Chaminda¹,Uchimura Taro²

Affiliation:

1. Senior Lecturer, Faculty of Science and Engineering, Queensland Univ. of Technology, 2, George St. Brisbane, QLD 4001, Australia (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Tokyo, 7-3-1, Hongo, Bunkyo-Ku, Tokyo 113-8656, Japan.

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%29GT.1943-5606.0001416

Reference36 articles.

1. Airey D. W. (1987). “Some observations on the interpretation of shear test results.” Technical Rep. CUDE/D –SOILS/TR 196 Univ. of Cambridge Cambridge U.K.

2. Bishop A. W. and Donald I. B. (1961). “The experimental study of partially saturated soils in the triaxial apparatus.” Proc. 5th Int. Conf. Soil Mech. Found. Eng. Vol. 2 Dunod Paris France 13–21.

3. Effective stress evaluation for unsaturated soils;Blight G. E.;J. Soil Mech. Found. Eng. Div.,1967

4. The strength and dilatancy of sands

5. A shearbox for testing unsaturated soils at medium to high degrees of saturation

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