Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect-Reference-Cited by-同舟云学术

Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang M. D.¹,Xu M. Q.²,Wu Q. X.³,Pan K.⁴,Yang Z. X.⁵^ORCID

Affiliation:

1. Postgraduate Student, Center for Balance Architecture, Computing Center for Geotechnical Engineering (COMEGE), Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Postgraduate Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Lecturer, School of Civil Engineering, Wuhan Univ., 8 South Rd. of East Lake, Wuhan 430072, China.

4. Associate Research Fellow, College of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

5. Professor, Center for Balance Architecture, Computing Center for Geotechnical Engineering (COMEGE), Dept. of Civil Engineering, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002560

Reference55 articles.

1. Microstructural Stress Tensor of Granular Assemblies With Volume Forces

2. A Low-Compliance Bi-Directional Cyclic Simple Shear Apparatus

3. Liquefaction and Cyclic Mobility of Saturated Sands

4. Micromechanical Modeling for Inherent Anisotropy in Granular Materials

5. Chiaro G. 2010. “Deformation properties of sand with initial static shear in undrained cyclic torsional shear tests and their modeling.” Ph.D. thesis Dept. of Civil Engineering Univ. of Tokyo.

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