Influence of Prefabricated Fissure Combinations on Strength and Failure Characteristics of Rock-Like Specimens under Uniaxial Compression-Reference-Cited by-同舟云学术

Influence of Prefabricated Fissure Combinations on Strength and Failure Characteristics of Rock-Like Specimens under Uniaxial Compression

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:

Wang Kezhong¹,Zhang Chun²,Gao Yaohui³^ORCID,Chen Hengjin²,Xie Tian⁴^ORCID

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou, Zhejiang 310014, P.R. China.

2. Postgraduate Student, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou, Zhejiang 310014, P.R. China.

3. Post-Doctor, PowerChina Huadong Engineering Corporation Limited, Hangzhou, Zhejiang 310014, P.R. China; mailing address: 201 Gaojiao Road, Hangzhou, Zhejiang 311122, P.R. China (corresponding author). ORCID: .

4. Postgraduate Student, College of Civil Engineering and Architecture, Zhejiang Univ. of Technology, Hangzhou, Zhejiang 310014, P.R. China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002637

Reference36 articles.

1. Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression

2. The initiation of secondary cracks in compression

3. Fracture coalescence in rock-type materials under uniaxial and biaxial compression

4. Study of the brittle fracture process under uniaxial compression in crystalline rock;Bombolakis E. G.;Tectonophysics,1973

5. Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression

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