Deformation of Granular Material under Continuous Rotation of Stress Principal Axes-Reference-Cited by-同舟云学术

Deformation of Granular Material under Continuous Rotation of Stress Principal Axes

Published:2019-04 Issue:4 Volume:19 Page:04019017
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Rui¹,Fu Pengcheng²,Zhang Jian-Min³,Dafalias Yannis F.⁴

Affiliation:

1. Assistant Researcher, Dept. of Hydraulic Engineering State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing 100084, China.

2. Staff Scientist, Atmospheric, Earth, and Energy Division, Lawrence Livermore National Laboratory, 7000 East Ave., Livermore, CA 94551.

3. Professor, National Engineering Laboratory for Green and Safe Construction Technology in Urban Rail Transit, Tsinghua Univ., Beijing 100084, China (corresponding author).

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616; Professor Emeritus, Dept. of Mechanics School of Applied Mathematical and Physical Sciences, National Technical Univ. of Athens, Zografou 15780, Athens, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001383

Reference52 articles.

1. Induced anisotropy in a sand

2. Dense sand weakened by continuous principal stress direction rotation

3. Stress and strain in granular assemblies

4. Noncoaxial Behavior of Sand under Various Stress Paths

5. Caillerie D. 1991. Tenseur des contraintes dans un milieu granulair. [In French.] Rapport d’activité Greco. Cedex France: Council of Europe.

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