Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils-Reference-Cited by-同舟云学术

Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils

Published:2021-02 Issue:2 Volume:147 Page:04020160
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Shi X. S.¹,Liu Kai²^ORCID,Yin Jianhua³^ORCID

Affiliation:

1. Professor, Key Lab of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210024, China.

2. Doctoral Student, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China. ORCID: .

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.1943-5606.0002449

Reference54 articles.

1. Effect of Particle Shape on the Mechanical Behavior of Natural Sands

2. State of compacted bentonite inside a fractured granite cylinder after infiltration

3. The Third Glossop Lecture

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

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

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