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Although the BPM has been widely used for rock simulations, the initial version of the BPM was developed for brittle rocks only. The BPM was extended to apply to non-brittle rocks by Bai & Peng (1990) and Su, Zhu, & Li (2009), who developed a three-dimensional cohesive model. This model, however, was not able to investigate the effect of particle size. This paper would be the first to investigate the effect of particle size on cracking processes. The present research will analyse and discuss the effect of particle size on cracking behavior in the BPM using a three-dimensional cohesive model for non-brittle rocks. 827ec27edc