Choosing Appropriate Parameters for Developing Empirical Shear Strength Criterion of Rock Joint: Review and New Insights-Reference-Cited by-同舟云学术

Choosing Appropriate Parameters for Developing Empirical Shear Strength Criterion of Rock Joint: Review and New Insights

Published:2016-06-02 Issue:11 Volume:49 Page:4479-4490
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Tang Zhi Cheng,Jiao Yu Yong,Wong Louis Ngai Yuen,Wang Xiao Chuan

Funder

National Natural Science Foundation of China (CN)

the Seed Funding Programme for Basic Research for New Staff at the University of Hong Kong

National Basic Research Program of China (973 Program)

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-016-1014-0.pdf

Reference36 articles.

1. Asadi MS, Rasouli V, Barla G (2012) A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures. Rock Mech Rock Eng 45(5):649–675

2. Asadi MS, Rasouli V, Barla G (2013) A laboratory shear cell used for simulation of shear strength and asperity degradation of rough rock fractures. Rock Mech Rock Eng 46(4):683–699

3. Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332

4. Barton N (1976) The shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abstr 13(9):255–279

5. Barton N, Choubey V (1977) The shear strength of rock joint in theory and practice. Rock Mech 10(1):1–54

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