参考文献/References:
［1］ Zhang Zhiqiang. Meso-mechanical Failure Characteristics & Macro-mechanical Parameters Estimation of Fractured Rock Mass with Nonpenetrative Fissures［D］. Xi’an： Xi’an University of Technology, 2009.（in Chinese)
张志强. 非贯通裂隙岩体破坏细观特征及其宏观力学参数确定方法［D］.西安：西安理工大学，2009.
［2］ Reyes O, Einstein H H. Failure mechanisms of fractured rock a fracture coalescence model［C］// Proceedings of 7th International Congress on Rock Mechanics.Aachen(Germany):ICRM,1991: 333-340.
［3］ Shen B. The mechanism of fracture coalescence in compression-experimental study and numerical simulation［J］. Engng Frac Mech, 1995,51(1):73-85.
［4］ Shen B, Stephansson O, Einstein H H, et al. Coalescence of fracturesunder shear stresses in experiments［J］. J Geophys Res, 1995, 100(B4):5975-5990.
［5］ Wong R H C, Chau K T. Crack coalescence in a rock-like material containing two cracks［J］. Int J Rock Mech Min Sci, 1998, 35(2): 147-164.
［6］ Wong R H C, Chau K T, Tang C A, et al. Analysis of crack coalescence in rock-like materials containing three flaws-Part I: experimental approach［J］. Int J Rock Mech Min Sci, 2001, 38: 909-924.
［7］ Wong R H C, Leung W L, Wang S W. Shear strength studies on rock-like models containing arrayed open joints［C］// Proceeding of the 38th US Rock Mech Symp Rock Mech in the National Interest. Washington(USA):RMS, 2001: 843-849.
［8］ Li Ning, Zhang Ping, Duan Qingwei, et al. Dynamic meso-damage model of jointed rockmass［J］. Chinese Journal of Rock Mechanics and Engineering， 2002, 21(11):1579-1584.（in Chinese)
李宁，张平，段庆伟,等.裂隙岩体的细观动力损伤模型［J］.岩石力学与工程学报，2002, 21(11):1579-1584.
［9］ Zhang Ping, Li Ning, He Ruolan, et al.Mechanism of fracture coalescence between two pre-existing under dynamic loading［J］. Chinese Journal of Rock Mechanics and Engineering，2006, 25(6): 1210-1217.（in Chinese)
张平，李宁，贺若兰，等. 动载下两条断续预制裂隙贯通机制研究［J］.岩石力学与工程学报，2006, 25(6):1210-1217.
［10］ Zhou Jian, Chi Yong, Chi Yuwei, et al. The method of particle flow and PFC Code ［J］. Rock and Soil Mechanics, 2000, 21(3): 271-274.(in Chinese)
周健,池永,池毓蔚,等. 颗粒流方法及PFC程序［J］. 岩土力学,2000,21(3) :271-274.
［11］ Liu Yuanjun. Research on Cracks Initiation, Propagation and Anchoring Effect in Rock-masses［D］. Dalian: Dalian University of Technology, 2012.(in Chinese)
刘元俊. 岩体裂纹起裂扩展规律及锚固效应研究［D］.大连: 大连理工大学，2012.
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