Fracture Assessment of Quasi-brittle Rock Simulated by Modified Discrete Element Method

Abstract

New developments of an in-house hybrid code, named Modified Discrete Element Method (MDEM) are presented in the paper. The new developments are on the treatment of pre-existing and propagating fractures in quasi-brittle materials. These developments are the embedment of Linear Elastic Fracture Mechanics (LEFM) and elastic-softening crack band model-based methodologies in the MDEM and their application in lab and reservoir scale. Using the first methodology, MDEM can calculate stress intensity factors, K I and K II using the internal contact forces of particles. K I and K II are calculated independent of boundary conditions and geometrical configuration with acceptable accuracy level. The methodology has been also used in reservoir scale to study the rupture likelihood of faults and fractures due to fluid injection. This methodology enables the code to model mode I and mode II failures and propagation direction based on the fracturing model proposed by Rao et al. (Int J Rock Mech Min Sci 40(3): 355-375, 2003). Using the second methodology, the MDEM can model nonlinear behavior of quasi-brittle materials including or excluding preexisting cracks based on fracture energy. A model was verified against an experiment of a three point bend test with a notch. The numerically obtained force-crack mouth opening curve was reasonably comparable to the experimental test. The analysis was repeated for three other mesh sizes and the results are less mesh size dependent. Finally, it was shown that MDEM has the potential in studying fracture mechanics of quasi-brittle materials both in lab and large-scale investigations.

Numerical simulation on coal loading process of shearer drum based on discrete element method

“…Affected by the thickness of the coal seam, the task of cutting and loading the coal particles is mainly carried out by the front drum. Based on the above hypotheses, a three-dimensional bond contact model of coal wall was established (Cheng et al, 2019;Gheibi and Holt, 2020). After the completion of the construction of the coal wall, the three-dimensional geometric model of the drum was established, and the material properties were set.…”