Numerical simulation of rock fracture using three-dimensional extended discrete element method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Space and Planetary Science,Geology
Link
http://link.springer.com/content/pdf/10.1186/BF03352426
Reference19 articles.
1. Bird, P. and X. Kong, Computer simulations of California tectonics confirm very low strength of major faults, Geol. Soc. Am. Bull., 106, 159–174, 1994.
2. Bordia, S. K., The effects of size and stress concentration on the dilatancyand fracture of rock, Int. J. Rock Mech. Min. Sci., 8, 629–640, 1971.
3. Cundall, P. A. and O. D. L. Strack, A discrete numerical model for granular assemblies, Geotechnique, 29, 47–65, 1979.
4. Donzé, F., P. Mora, and S. A. Magnier, Numerical simulation of faults and shear zones, Geophys. J. Int., 116, 46–52, 1994.
5. Hawkes, I. and M. Mellor, Uniaxial testing in rock mechanics laboratories, Eng. Geol., 4, 177–285, 1970.
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