Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM-Reference-Cited by-同舟云学术

Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM

Published:2022-12 Issue:12 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wu Q. X.¹,Yang Z. X.²^ORCID

Affiliation:

1. Lecturer, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China; formerly, Graduate Student, Zhejiang Univ., Hangazhou 310058, China;

2. Professor, Center for Balance Architecture, Computing Center for Geotechnical Engineering (COMEGE), Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002913

Reference48 articles.

1. Micromechanical modeling for the deformation of sand with noncoaxiality between the stress and material axes;Chang C. S.;J. Eng. Mech.,2017

2. Multishear bounding surface modelling of anisotropic sands accounting for fabric and its evolution

3. A non-coaxial critical-state model for sand accounting for fabric anisotropy and fabric evolution

4. Flow Theory for Sand During Rotation of Principal Stress Direction

5. The behaviour of an assembly of rotund, rigid, cohesionless particles. I

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