PFC2D-based investigation on the mechanical behavior of anisotropic shale under Brazilian splitting containing two parallel cracks
Bo HE1,2,3, Jun LIU1,3, Peng ZHAO2,3(), Jingfeng WANG2
1. Key Laboratory of Deep Underground Science and Engineering, Sichuan University, Chengdu 610065, China 2. College of Architecture and Environment, Sichuan University, Chengdu 610065, China 3. Institute of New Energy and Low-Carbon Technology, Sichuan University, Chengdu 610207, China
A validated particle flow code (PFC2D)-based model was developed to investigate the indirect tensile mechanical behavior of shale containing two central parallel cracks under Brazilian splitting test conditions. The results show that preexisting cracks have a significant and insignificant influence on the tensile strength of shale under LPL and LVL conditions, respectively. When L≥10 mm, changing the L and H values has little effect on the tensile strength of shale. However, the inclusion of preexisting cracks have a positive effect on reducing the anisotropy of the shale specimens, and in the case of an L/D ratio of 0.3, the shale anisotropy is the lowest. Four failure modes were formed at different β and θ values under LPL conditions. In the case of β≥60°, the failure mode is mainly affected by β, and when β≤45°, the failure mode is more complicated than in the case of β≥60°. Only three major failure modes were observed under LVL conditions; in the case of 45°≤β≤75° and θ≤30°, the most complex failure mode occurred.
. [J]. Frontiers of Earth Science, 2021, 15(4): 803-816.
Bo HE, Jun LIU, Peng ZHAO, Jingfeng WANG. PFC2D-based investigation on the mechanical behavior of anisotropic shale under Brazilian splitting containing two parallel cracks. Front. Earth Sci., 2021, 15(4): 803-816.
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