Stability analysis of vertical excavations in hard rock by integrating a fracture system into a PFC model

Author:

Hadjigeorgiou John,Esmaieli Kamran,Grenon Martin

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference25 articles.

1. Engineering classification of jointed rock masses for the design of tunnel support;Barton;Rock Mech.,1974

2. Curran, J.H., Corkum, B., Hammah, R.E., 2004. Three dimensional Analysis of underground wedges under the influence of stresses. In: Proceedings, Gulf Rock, the 6th North American Rock Mechanics Symposium, Houston, Texas, 5–9 June, 2004.

3. Characterizing rock joint geometry with joint system models;Dershowitz;Rock Mech. Rock Eng.,1988

4. Dershowitz, W.S., Herda, H.H., 1992. Interpretation of fracture spacing and intensity. In: Proceedings of the 33rd US Symposium, Santa Fe New Mexico, A.A. Balkema/Rotterdam, 3–5 June, 1992. pp. 757–766.

5. Drift stability in moderately jointed rock;Grenon;CIM Bull.,2001

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