引文
[1]范景伟,何江达.含定向闭合断续节理岩体的强度特性[J].岩石力学与工程学报,1992,11(2):190-199.FAN Jing-wei,HE Jiang-da.The strength behavior of rockmasses containing oriented and closed intermittent joints[J].Chinese Journal of Rock Mechanics and Engineering,1992,11(2):190-199.
[2]蒲成志,曹平,赵延林,等.单轴压缩下多裂隙类岩石材料强度试验与数值分析[J].岩土力学,2010,31(11):3661-3666.PU Cheng-zhi,CAO Ping,ZHAO Yan-lin,et al.The numerical analysis and strength experiment of rock-like material with multi-fissures under uniaxial compression[J].Rock and Soil Mechanics,2010,31(11):3661-3666.
[3]郭志.实用岩体力学[M].北京:地震出版社,1996:80-85.GUO Zhi.The utility of rock mechanics[M].Beijing:Earthquake Press,1996:80-85.
[4]关宝树,熊火耀,翁汉民.裂隙岩体强度的试验研究[J].西南交通大学学报,1982,17(1):12-23.GUAN Bao-shu,XIONG Huo-yao,WENG Han-min.The experimental study of the strength of jointed rock mass[J].Journal of Southwest Jiaotong University,1982,17(1):12-23.
[5]黄明利,唐春安,朱万成.岩石单轴压缩下破坏失稳过程SEM即时研究[J].东北大学学报,1999,20(4):426-429.HUANG Ming-li,TANG Chun-an,ZHU Wan-cheng.Real time SEM study on rock failure instability under uniaxial compression[J].Journal of Northeastern University,1999,20(4):426-429.
[6]张平,李宁,贺若兰,等.动载下2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.ZHANG Ping,LI Ning,HE Ruo-lan,et al.Mechanism of fracture coalescence between two pre-existing flaws under dynamic loading[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(6):1210-1217.
[7]张平.裂隙介质静动应力条件下的破坏模式与局部化渐进破损模型研究[D].西安:西安理工大学,2004:55-60.ZHANG Ping.Research on the failure patterns and localized progressive failure models of the cracked media under static and dynamic stress condition[D].Xi’an:Xi’an University of Technology,2004:55-60.
[8]Wong R H C,Chau K T.Crack coalescence in a rock-like material containing two cracks[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(2):147-164.
[9]Bobet A,Einstein H H.Fracture coalescence in rock-type materials under uniaxial and biaxial compression[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(7):863-888.
[10]张平,贺若兰,李宁,等.不同应变速率下非贯通裂隙介质的单轴抗压强度分析[J].岩石力学与工程学报,2007,26(1):2735-2742.ZHANG Ping,HE Ruo-lan,LI Ning,et al.Uniaxial compressive strength analysis of fractured media containing intermittent fractures at different strain rates[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(1):2735-2742.
[11]唐春安,刘红元,秦四清,等.非均匀性对岩石介质中裂纹扩展模式的影响[J].地球物理学报,2000,43(1):116-121.TANG Chun-an,LIU Hong-yuan,QIN Si-qinig,et al.Influence of heterogeneity on crack propagation modes in brittle rock[J].Chinese Journal of Geophysics,2000,43(1):116-121.
[12]黄明利,唐春安,梁正召.岩石裂纹相互作用的应力场分析[J].岩石力学与工程学报,2001,22(4):446-449.HUANG Ming-li,TANG Chun-an,LIANG Zheng-chao.Stress field analysis of interaction of rock cracks[J].Chinese Journal of Rock Mechanics and Engineering,2001,22(4):446-449.
[13]黎立云,许凤光,高峰,等.岩桥贯通机理的断裂力学分析[J].岩石力学与工程学报,2005,24(23):4328-4334.LI Li-yun,XU Feng-guang,GAO Feng,et al.Fracture mechanics analysis of rock bridge failure mechanism[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(23):4328-4334.
[14]黄明利,唐春安,朱万成.非均匀岩桥对裂纹扩展贯通机制影响的数值分析[J].辽宁工程技术大学学报:自然科学版,2000,19(1):20-24.HUANG Ming-li,TANG Chun-an,ZHU Wan-cheng.Numerical simulation of the influence of heterogeneous rock bridge on the propagation and coalescence mechanism of cracks[J].Journal of Liaoning Technical University:Natural Science,2000,19(1):20-24.
[15]黄明利.非均匀岩石裂纹扩展机制的数值分析[J].青岛理工大学学报,2006,27(4):34-37.HUANG Ming-li.Numerical studies of influence of heterogeneity on rock failure with pre-existing crack in uniaxial compression[J].Journal of Qingdao Technological University,2006,27(4):34-37.
[16]王元汉,徐钺,谭国焕,等.岩体断裂的破坏机理与计算模拟[J].岩石力学与工程学报,2000,19(4):449-452.WANG Yuan-han,XU Yue,TAN Guo-huan,et al.Fracture mechanism and calculation of rock fracture[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(4):449-452.
[17]黄明利,唐春安,朱万成.岩石破裂过程的数值模拟研究[J].岩石力学与工程学报,2000,19(4):468-471.HUANG Ming-li,TANG Chun-an,ZHU Wan-cheng.Numerical simulation on failure process of rock[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(4):468-471.
[18]朱万成,黄明利,唐春安.混凝土试件裂纹扩展及破坏过程的计算机模拟[J].辽宁工程技术大学学报:自然科学版,2000,19(3):271-274.ZHU Wan-cheng,HUANG Ming-li,TANG Chun-an.Computer simulation on cracks propagation and failure process of concrete specimen[J].Journal of Liaoning Technical University:Natural Science,2000,19(3):271-274.
[19]于骁中,谯常析,周群力.岩石和混凝土断裂力学[M].长沙:中南工业大学出版社,1991:10-35.YU Xiao-zhong,QIAO Chang-xi,ZHOU Qun-li.Rock and concrete fracture mechanics[M].Changsha:Central South University of Technology Press,1991:10-35.
[20]范天佑.断裂理论基础[M].北京:科学出版社,2003:25-40.FAN Tian-you.Basic of fracture theory[M].Beijing:Science Press,2003:25-40.
[21]周群力,佘泳琼,王良之.岩石压剪断裂核的试验研究[J].固体力学学报,1991,12(4):329-336.ZHOU Qun-li,SHE Yong-qiong,WANG Liang-zhi.Experimental study to the compression shear fracture nucleus of rock[J].Acta Mechanica Solida Sinica,1991,12(4):329-336.