Constitutive Modeling of Inherently Anisotropic Sand Behavior-Reference-Cited by-同舟云学术

Constitutive Modeling of Inherently Anisotropic Sand Behavior

Published:2002-10 Issue:10 Volume:128 Page:868-880
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Xiang Song¹,Dafalias Yannis F.²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Hong Kong, China.

2. Professor, Dept. of Mechanics, Faculty of Applied Mathematical and Physical Sciences, National Technical Univ. of Athens, Zographou 15773, Hellas, Greece; also, Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

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%282002%29128%3A10%28868%29

Reference34 articles.

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2. Brewer R. (1964). Fabric and mineral analysis of soils Wiley New York.

3. Casagrande A. (1976). “Liquefaction and cyclic deformation of sands a critical review.” Harvard soil mechanics series No. 88 Harvard Univ. Cambridge Mass.

4. Casagrande A. and Carillo N. (1944). “Shear failure of anisotropic materials.” Proc. Boston Society of Civil Engineers 31 74–87.

5. The Analysis of Two-Dimensional Orientation Data

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