Rock mass response ahead of an advancing face in faulted shale

Author:

Yong Salina,Kaiser Peter K.,Loew Simon

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Read R, Martin CD, Dzik EJ. Asymmetric borehole breakouts at the URL. In: Daemen JJK, Schultz RA, editors. Rock mechanics proceedings of the 35th U.S. symposium, reno. Rotteerdam: Balkema; 1995. p. 879–84.

2. Stress changes ahead of an advancing tunnel;Abel;Int J Rock Mech Min Sci,1973

3. Seventeenth Canadian geotechnical colloqium: the effect of cohesion loss and stress path on brittle rock strength;Martin;Can Geotech J,1997

4. Mechanism of brittle fracture of rock, parts I, II, and III;Bieniawski;Int J Rock Mech Min Sci,1967

5. Numerical modelling of three-dimensional stress rotation ahead of an advancing tunnel face;Eberhardt;Int J Rock Mech Min Sci,2001

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