Crushing and Flooding Effects on One-Dimensional Time-Dependent Behaviors of a Granular Soil-Reference-Cited by-同舟云学术

Crushing and Flooding Effects on One-Dimensional Time-Dependent Behaviors of a Granular Soil

Published:2020-02 Issue:2 Volume:20 Page:04019156
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Wen-Bo¹,Liu Kai¹,Yin Zhen-Yu²,Yin Jian-Hua³

Affiliation:

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

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

3. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001560

Reference69 articles.

1. Evaluation of Time-Dependent Behavior of Soils

2. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

3. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

4. Characterization of permanent axial strain of granular materials subjected to cyclic loading based on shakedown theory

5. Influence of matric suction on nonlinear time-dependent compression behavior of a granular fill material

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