Elastic Visco-Plastic Model for Binary Sand-Clay Mixtures with Applications to One-Dimensional Finite Strain Consolidation Analysis-Reference-Cited by-同舟云学术

Elastic Visco-Plastic Model for Binary Sand-Clay Mixtures with Applications to One-Dimensional Finite Strain Consolidation Analysis

Published:2019-08 Issue:8 Volume:145 Page:04019059
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Shi X. S.¹,Yin Jianhua²,Zhao Jidong³

Affiliation:

1. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Kowloon, Hong Kong (corresponding author).

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

3. Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001623

Reference67 articles.

1. Role of Microscopic Physicochemical Forces in Large Volumetric Strains for Clay Sediments

2. Effect of Super-Absorbent Polymer on the Undrained Shear Behavior of Cemented Dredged Clay with High Water Content

3. Voids effect on the swelling behaviour of compacted bentonite;Bian X.;Géotechnique,2019

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

5. Cam-Clay plasticity, Part VIII: A constitutive framework for porous materials with evolving internal structure

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