Behavior of a Compacted Completely Decomposed Granite Soil from Suction Controlled Direct Shear Tests-Reference-Cited by-同舟云学术

Behavior of a Compacted Completely Decomposed Granite Soil from Suction Controlled Direct Shear Tests

Published:2010-01 Issue:1 Volume:136 Page:189-198
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hossain Md. Akhtar¹²,Yin Jian-Hua¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

2. Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author).

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.1943-5606.0000189

Reference42 articles.

1. Aitchison G. D. (1960). “Relationships of moisture stress and effective stress functions in unsaturated soils.” Proc. Conf. on Pore Pressure and Suction in Soils Butterworth’s London 47–52.

2. Aitchison G. D. and Donald I. B. (1956). “Effective stresses in unsaturated soils.” Proc. Australia-New Zealand Conf. on Soil Mechanics and Foundation Engineering Technical Publications Wellington New Zealand 192–199.

3. ASTM. (1992). “Standard test method for classification of soils for engineering purposes.” D2487-90 West Conshohocken Pa. 326–336.

4. The principle of effective stress. Lecture delivered in Oslo, Norway, in 1955;Bishop A. W.;Tek. Ukeblad,1959

5. Some Aspects of Effective Stress in Saturated and Partly Saturated Soils

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