The Study on Failure Mechanism of 3D Cracked Rock Mass under Fissure Water Pressure

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In this paper, the failure mechanism of rock-like specimens with built-in 3D double cracks under fissure water pressure was numerically investigated. The initiation and propagation process of secondary cracks under fissure water pressure was simulated by using the modified elasto-brittle model and the superfine meshing method in the FLAC3D program. The fluid-solid coupling in cracked rock masses was preliminarily studied. Some of the simulation results are in good agreement with the previous results tested by scholars.

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669-672

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Weishen Zhu. Weizhong Chen and Jin Shen: Acta Mechanica Solida Sinica Vol. 19 No. 4 (1998), pp.355-360, in Chinese.

Google Scholar

[2] Bruno MS, Nakagawa FM: Rock Mech. Min. Sci. Vol. 28 No. 4(1991), pp.261-273.

Google Scholar

[3] Biot MA: Appl. Phys Vol. 12 (1941), pp.155-164.

Google Scholar

[4] Jinwei Fu. Weishen Zhu. Xianggang Wang and Weiqiang Xue: Chinese Journal of Rock Mechanics and Engineering Vol. 31 No. 10 (2012), pp.2088-2095, in Chinese.

Google Scholar

[5] Dyskin AV, Jewell RJ, Joer H, et al: International Journal of Fracture Vol. 65 No. 4 (1994), pp.77-83.

Google Scholar

[6] Yanshuang Guo: The Study on Experiment, Theory and Numerical Simulation of Fracture of Three-dimensional Flaws in Brittle Materials (doctor's thesis, 2007).

Google Scholar