Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories-Reference-Cited by-同舟云学术

Deviatoric Creep Effect of Unsaturated Soil during Shearing under Different Suctions and Stress Histories

Published:2023-07 Issue:7 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wu Shengshen¹^ORCID,Zhou Annan²,Li Jie³^ORCID,Liu Manlin⁴

Affiliation:

1. Associate Professor, College of Water Resources and Civil Engineering, China Agriculture Univ., Beijing 100083, PR China (corresponding author). ORCID: .

2. Associate Professor, Civil and Infrastructure Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, VIC 3001, Australia.

3. Professor, Civil and Infrastructure Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, VIC 3001, Australia. ORCID: .

4. Ph.D. Candidate, Civil and Infrastructure Discipline, School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, VIC 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7375

Reference25 articles.

1. Investigation on swelling characteristics of GMZ bentonite with different initial water contents

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

3. Time effects on the stress-strain behaviour of natural soft clays

4. A time-dependent plasticity model for structured soils (TMS) simulating drained tertiary creep

5. Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays

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