Fabric and Effective Stress Distribution in Internally Unstable Soils-Reference-Cited by-同舟云学术

Fabric and Effective Stress Distribution in Internally Unstable Soils

Published:2014-12 Issue:12 Volume:140 Page:04014072
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Shire T.¹,O’Sullivan C.²,Hanley K. J.³,Fannin R. J.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K. (corresponding author).

2. Reader in Particulate Soil Mechanics, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K.

3. Research Associate, Dept. of Civil and Environmental Engineering, Imperial College, London SW7 2AZ, U.K.

4. Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

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.1943-5606.0001184

Reference29 articles.

1. Barreto D. (2008). “Numerical and experimental investigation into the behaviour of granular materials under generalised stress states.” Ph.D. thesis Imperial College London London.

2. Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

3. A discrete numerical model for granular assemblies

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