Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns-Reference-Cited by-同舟云学术

Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Yao¹,Jiang Quan²^ORCID,Liu Jian¹,Zheng Hong³,Xu Dingping⁴,Xiong Jun⁵^ORCID

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China (corresponding author). ORCID: .

3. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China.

4. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China.

5. Researcher, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB T6G 1H9. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002633

Reference56 articles.

1. A continuum model of layered rock masses with non-associative joint plasticity;Adhikary D.;Int. J. Numer. Anal. Methods Geomech.,1998

2. Influence of rock property correlation on reliability analysis of rock slope stability: From property characterization to reliability analysis

3. Amadei B. and R. E. Goodman. 1981. “A 3D constitutive relation for fractured rock masses.” In Proc. Int. Symp. on the Mechanical Behavior of Structured Media 249–268. Ottawa Canada: Carleton University.

4. A model for swelling rock in tunnelling

5. A multiaxial stress criterion for short- and long-term strength of isotropic rock media