Abstract
The purpose of this paper is to propose a novel combined finite-discrete element method (FDEM), based on the cohesive zone model (CZM), for simulating rock failure problems. The rock mass is represented as a collection of elastic bulk elements glued by cohesive elements with zero thickness. To reproduce the tensile and shear micro-fractures in rock material, the Mohr-Coulomb model with tension cut-off is employed as the damage initiation criterion of cohesive elements. Moreover, the fluid-driven fracture can be modeled by pore pressure cohesive elements. Two numerical applications of the combined FDEM are studied in our work. First, a slope model with a planar joint is taken to study the slope failure mechanism. Second, the hydraulic fracture process of a wellbore model is simulated with the pore pressure cohesive zone model (PCZM). These studies indicate that the combined FDEM provide a useful way to simulate rock failure problems for research purposes.
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Zhou, W., Yuan, W., Chang, X. (2017). Combined Finite-Discrete Element Method Modeling of Rock Failure Problems. In: Li, X., Feng, Y., Mustoe, G. (eds) Proceedings of the 7th International Conference on Discrete Element Methods. DEM 2016. Springer Proceedings in Physics, vol 188. Springer, Singapore. https://doi.org/10.1007/978-981-10-1926-5_33
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DOI: https://doi.org/10.1007/978-981-10-1926-5_33
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