A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation-Reference-Cited by-同舟云学术

A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Yong-Dong¹,Zhao Lun-Yang²^ORCID,Lai Yuan-Ming³

Affiliation:

1. South China Institute of Geotechnical Engineering, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510641, China.

2. Associate Professor, South China Institute of Geotechnical Engineering, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510641, China (corresponding author). ORCID: .

3. Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment Resources, Chinese Academy of Sciences, Lanzhou, Gansu 730000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002649

Reference58 articles.

1. Complete implicit stress integration algorithm with extended subloading surface model for elastoplastic deformation analysis;Anjiki T.;Int. J. Numer. Methods Eng.,2020

2. Borja, R. I. 2013. Plasticity: Modeling & computation. Berlin: Springer Science & Business Media.

3. Chang C. and B. Haimson. 2012. “A failure criterion for rocks based on true triaxial testing.” In The ISRM suggested methods for rock characterization testing and monitoring: 2007–2014 259–262. Berlin: Springer.

4. Induced anisotropic damage and plasticity in initially anisotropic sedimentary rocks

5. Damage and Plastic Deformation Modeling of Beishan Granite Under Compressive Stress Conditions

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