A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks-Reference-Cited by-同舟云学术

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A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks

Published:2022-08 Issue: Volume:148 Page:104772
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xiao Yingming,Qiao Yafei,He Manchao,Li Hongru,Cheng Tai,Tang Jie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference47 articles.

1. Alonso E Considerations of the dilatancy angle in rocks and rock masses;Alejano;Int. J. Rock Mech. Min. Sci.,2005

2. Ground reaction curves for tunnels excavated in different quality rock masses showing several types of post-failure behaviour;Alejano;Tunn. Undergr. Space Technol.,2009

3. A new definition for initial yield of stress- strain curves and its application;Bai;Chin. J. Rock Mech. Eng.,2010

4. Determination of residual strength parameters of jointed rock masses using the GSI system;Cai;Int. J. Rock Min. Sci.,2007

5. Energy Damage Evolution Mechanism of Rock and Its Application to Brittleness Evaluation;Chen;Rock Mech. Rock Eng.,2019

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