Instability of Saturated and Unsaturated Coarse Granular Soils-Reference-Cited by-同舟云学术

Instability of Saturated and Unsaturated Coarse Granular Soils

Published:2014-01 Issue:1 Volume:140 Page:25-35
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhao H. F.¹,Zhang L. M.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong.

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Hong Kong (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.1943-5606.0000976

Reference43 articles.

1. A constitutive model for partially saturated soils

2. The mechanics of subglacial sediment: an example of new “transitional” behaviour

3. Analysis of Rainfall-Induced Debris Flows

4. ASTM. (2002a). “Standard practice for classification of soils for engineering purposes (unified s oil classification system).” D2487 West Conshohocken PA.

5. ASTM. (2002b). “Standard test method for consolidated undrained triaxial compression test for cohesive soils.” D4767-04 West Conshohocken PA.

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