A Novel Energy-Based Method to Evaluate Layered Rock Brittleness-Reference-Cited by-同舟云学术

A Novel Energy-Based Method to Evaluate Layered Rock Brittleness

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:

Zhong Caiyin¹,Wu Lizhou²,Li Shaohong³,Zhou J. T.⁴,Li Z. Q.⁵

Affiliation:

1. M.Sc. Student, College of Environment and Civil Engineering, Chengdu Univ. of Technology, Chengdu 610059, Sichuan, China.

2. Professor, State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China (corresponding author).

3. Ph.D. Candidate, Dept. of Geological Engineering, Southwest Jiaotong Univ., Chengdu 610031, Sichuan, China.

4. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China.

5. Key Laboratory of Shale Gas and Geoengineering, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002604

Reference47 articles.

1. Estimation criteria for rock brittleness based on energy analysis during the rupturing process;Ai C.;Rock Mech. Rock Eng.,2016

2. Evaluation and application of controlling parameters for seismic events in hard-rock mines;Beck D. A.;Int. J. Rock Mech. Min. Sci.,2002

3. Bishop, A. W. 1967. “Progressive failure with special reference to the mechanism causing it.” In Proc., of the Geotechnical Conf., 142–150. Oslo, Norway: Norwegian Geotechnical Institute.

4. Brady, B. H. G., and E. T. Brown. 2006. Rock mechanics for underground mining. 3rd ed. Dordrecht, Netherlands: Springer.

5. Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist

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