The Development of a new Numerical Modelling Approach for Naturally Fractured Rock Masses

Author:

Pine R. J.,Coggan J. S.,Flynn Z. N.,Elmo D.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference31 articles.

1. Bearman, R. A. (1991): The application of rock-mechanics parameters to the prediction of crusher performance. Ph.D. thesis, Camborne School of Mines, Penryn, U.K.

2. Cai, M., Kaiser, P. K. (2004): Numerical simulation of the Brazilian test and the tensile strength of anisotropic rocks and rocks with pre-existing cracks. In: Proc., SINOROCK 2004, International Symposium on Rock Mechanics: Rock characterization and, modelling and engineering design methods, 18–21 May, Three Gorges Project site, China. Int. J. Rock Mech. Min. Sci. 41, 450–451.

3. Coggan, J. S., Pine, R. J., Stead, D., Rance, J. (2003): Numerical modelling of brittle rock failure using a combined finite-discrete element approach: Implications for rock engineering design. In: ISRM 2003 – Technology Roadmap for rock mechanics, South African Institute of Mining and Metallurgy, SAIMM Symposium Series S33. 211–218.

4. Dershowitz, W. (1992): The role of the Stripa Phase 3 Project in the development of practical discrete fracture modeling technology. In: Proc., Fourth International NEA/SKB Symposium, Stockholm. OECD/NEA, Paris, pp 237–258.

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