Numerical Analysis of Strain Localization in Granular Soils by Modified Cam-Clay Model Based on Micropolar Continuum Theory-Reference-Cited by-同舟云学术

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Numerical Analysis of Strain Localization in Granular Soils by Modified Cam-Clay Model Based on Micropolar Continuum Theory

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Tang Jian-bin¹,Chen Xi²^ORCID,Liu Zong-qi¹,Cui Liu-sheng³^ORCID

Affiliation:

1. Ph.D. Student, State Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China.

2. Professor, State Key Laboratory of Urban Underground Engineering of Ministry of Education, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author). ORCID: .

3. Ph.D. Student, State Key Laboratory of Urban Underground Engineering of Ministry of Education, Beijing Jiaotong Univ., Beijing 100044, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9250

Reference36 articles.

1. Shear Band Formation in Plane Strain Experiments of Sand

2. Finite element analysis of localization and micro–macro structure relation in granular materials. Part I: Formulation

3. Finite element analysis of localization and micro–macro structure relation in granular materials. Part II: Implementation and simulations

4. Investigations of shear banding in an anisotropic hypoplastic material

5. DEM Study on Particle Shape Evolution during Crushing of Granular Materials

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