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In this model, the rock mass is divided by multiple joints.
FLAC with FISH function was employed to numerically model the rock behavior under cooling.
The common approach used to model the rock failure, does not model the rock realistically and often the important issues such as stiffness degradation, softening, and significant differences in rock response under tensile and compressive loadings are ignored.
The common plastic models used to simulate the rock failure, does not model the rock realistically and often the important issues such as stiffness degradation, softening, and significant differences in rock response under tensile and compressive loadings are ignored.
The applications are presented to show the ability of EPCA to model the rock failure process, fluid flow, heat transfer, and the coupled thermo-hydro-mechanical (THM) process etc.
Sampath and Keighin (1982) model the rock as a collection of cylindrical pores, where k ∞ ∝ r 4 and ϕ ∝ r 2 so that r slip r slip ∝ (k ∞/ϕ 1/2 and b ∝ (k ∞/ϕ)−1/2 e.g., Sampath and Keighin 1982).
Similar(52)
It is shown that the SMDMM has good performance for modeling the rock failure process from meso- to engineering/field-scale.
Among these methods, the BPNN has been reported to be very useful in modeling the rock material behavior, such as deformation modulus, by many researchers.
Conversely, the use of relatively new remote sensing data for modelling the rock mass surface by means of 3D point clouds is changing the current investigation strategies in different rock slope engineering applications.
In some models, the rock blocks are created based on the two-dimensional (2D) representation of real SRM structure (Xu et al. 2007; Ding et al. 2010; Zhou et al. 2013).
The Galerkin's finite element approach is used for fluid flow modeling, the rock mass deformation is simulated using elastic displacement discontinuity method, and crack tip displacement approach is used for the mixed-mode fracture propagation.
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