Equivalent elastic compliance tensor for rock mass with multiple persistent joint sets: Exact derivation via modified crack tensor

Author:

Cui Jie,Jiang Quan,Feng Xia-ting,Li Shao-jun,Gao Hong,Li Shuai-jun

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference55 articles.

1. BRADY B H. Rock mechanics for underground mining [M]. New York: Springer, 2004.

2. PRIEST S D. Discontinuity analysis for rock engineering [M]. New York: Springer, 1993.

3. MÜLLER L. Address to the opening session[C]//Proc 1st Congr, Int. Soc. Rock Mech, 1967: 80–83.

4. BROWN E T. Fifty years of the ISRM and associated progress in rock mechanics[C]// QIAN Q, ZHOU X Y, ed. Proc 12th ISRM Cong on ‘Rock Mechanics’. Beijing, China: International Society for Rock Mechanics, 2011: 29–45.

5. EINSTEIN H H, VENEZIANO D, BAECHER G B, OREILLY K J. The effect of discontinuity persistence on rock slope stability [J]// International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, Pergamon, 1983, 20(5): 227–236.

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