引文
[1]赵忠虎,鲁睿,张国庆.岩石失稳破裂的能量原理分析[J].金属矿山,2006,10:17–20.(ZHAO Zhong-hu,LU Rui,ZHANG Guo-qing.Analysis of energy principles in Rock destabilization and fracture[J].Metal Mine,2006,10:17–20.(in Chinese))
[2]刘成学,杨林德,曹文贵.岩石统计损伤软化本构模型及其参数反演[J].地下空间与工程学报,2007,3(3):453–457.(LIU Cheng-xue,YANG Lin-de,CAO Wen-gui.A statistical damage softening constitutive model for rock and back analysis of its parameters[J].Chinese Journal of Underground Space and Engineering,2007,3(3):453–457.(in Chinese))
[3]孔园波,华安增.裂隙岩石破裂机理研究[J].煤炭学报,1995,20(1):72–76.(KONG Yuan-bo,HUA An-zeng.Study on the mechanism of cracked rock fracturing[J].Journal of China Coal Society,1995,20(1):72–76.(in Chinese))
[4]徐小荷,唐春安.岩石变形和破裂的损伤模型[J].中国矿业,1993,2(1):71–74.(XU Xiao-he,TANG Chun-an.Damage medel for rock deformation and rupture[J].China Mining Magazine,1993,2(1):71–74.(in Chinese))
[5]魏光兴,金安忠,刁守中,等.日本的岩石破裂实验与地震预报[J].国际地震动态,1992,7:6–8.(WEI Guan-gxing,JIN An-zhong,DIAO Shou-zhong,et al.Rock fracture experiment and earthquake prediction in Japan[J].Recent Development in World Seismology,1992,7:6–8.(in Chinese))
[6]许昭永,梅世蓉,庄灿涛,等.真三轴压机刚度对岩石破裂声发射的影响及与地震活动性的联系[J].地震学报,1991,13(2):223–233.(XU Zhao-yong,MEI Shi-rong,ZHUANG Can-tao,et al.The influence of stiffness of the true triaxial testing machine on the rupturing and acoustic emission of rocks and its correlation with seismic activities[J].Acta Seismlogca Sinica,1991,13(2):223–233.(in Chinese))
[7]王立凤,王继军,陈小斌,等.岩石破裂电磁辐射(EMR)现象实验研究[J].地球物理学进展,2007,22(3):715–719.(WANG Li-feng,WANG Ji-jun,CHEN Xiao-bin,et al.Experimental and theoretical investigations of electromagnetic radiation induced by rock fracture[J].Progress in Geophysics,2007,22(3):715–719.(in Chinese))
[8]吴立新,刘善军,吴育华,等.遥感-岩石力学(I)——非连续组合断层破裂的热红外辐射规律及其构造地震前兆意义[J].岩石力学与工程学报,2004,23(1):24–30.(WU Li-xin,LIU Shan-jun,WU Yu-hua,et al.Remote sensing-rock mechanics(I)-laws of thermal infrared radiation from fractureing of discontinous jointed faults and its meanings for tectonic earthquake omens[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(4):24–30.(in Chinese))
[9]李明田.岩石破裂过程数值模拟的格构细胞自动机方法研究[D].武汉:中国科学院研究生院(武汉岩土力学研究所),2004.(LI Ming-tian.Study of lattices cellular automation of numerical simulation of rock failure[D].Wuhan:Institute of Rock&Soil Mechanics Chinese Academy of Sciences,2004.(in Chinese))
[10]焦玉勇,张秀丽,刘泉声,等.用非连续变形分析方法模拟岩石裂纹扩展[J].岩石力学与工程学报,2007,26(4):682–691.(JIAO Yu-yong,ZHANG Xiu-li,LIU Quan-sheng,et al.Simulation of rock crack propagation using discontinuous deformation analysis method[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(4):682–691.(in Chinese))
[11]刘红岩,王新生,秦四清,等.岩石边坡裂隙渗流的流形元模拟[J].工程地质学报,2008,16(1):53–58.(LIU Hong-yan,WANG Xin-sheng,QIN Si-qing,et al.Numerical simulation of crack seepage in rock slope with manifold method[J].Journal of Engineering Geology,2008,16(1):53–58.(in Chinese))
[12]张振南,葛修润.基于VMIB的非均质岩石材料破坏的数值模拟初探[J].岩石力学与工程学报,2007,26(7):1426–1431.(ZHANG Zhen-nan,GE Xiu-run.Primary research on numerical simulation of heterogeneous rock failure based on virtual multi-dimensional internal bonds(VMIB)[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(7):1426–1431.(in Chinese))
[13]ZHU W C,BRUHNS O T.Simulating excavation damaged zone around a circular opening under hydromechanical conditions[J].International Journal of Rock Mechanics and Mining Sciences,2008,45:815–830.
[14]朱万成,唐春安,黄志平,等.静态和动态载荷作用下岩石劈裂破坏模式的数值模拟[J].岩石力学与工程学报,2005,24(1):2–7.(ZHU Wan-cheng,TANG Chun-an,HUANG Zhi-ping,et al.Numerical simulation on splitting failure mode of rock under static and dynamic loadings[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(1):2–7.(in Chinese))
[15]张永彬,唐春安,张怀,等.岩石破裂过程分析系统中的应力并行求解[J].岩石力学与工程学报,2006,25(3):479–483.(ZHANG Yong-bin,TANG Chun-an,ZHANG Hu,et al.Stress parallel computing in rock failure progress analysis system[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(3):479–483.(in Chinese))
[16]张永彬,唐春安,梁正召,等.岩石破裂过程分析系统并行计算方法研究[J].岩石力学与工程学报,2006,25(9):1795–1801.(ZHANG Yong-bin,TANG Chun-an,LIANG Zheng-zhao,et al.Research on parallel computational method of rock failure process analysis system[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1795–1801.(in Chinese))
[17]梁正召.三维条件下的岩石破裂过程分析及其数值试验方法研究[D].沈阳:东北大学,2005.(LIANG Zheng-zhao.Three-dimensional failure process analysis of rock and associated numerical tests[D].Shenyang:Northeastern University,2005.(in Chinese))
[18]梁正召,唐春安,张永彬,等.岩石三维破裂过程分析软件开发及应用[J].力学与实践,2007,29(1):83–86.(LIANG Zheng-zhao,TANG Chun-an,ZHANG Yong-bin,et al..The exploitation and application of 3D numerical simulation analysis system for rock failure process[J].Mechanics in Engineering,2006,25(9):1795–1801.(in Chinese))
[19]梁正召,唐春安,张永彬,等.岩石三维破裂过程的数值模拟研究[J].岩石力学与工程学报,2006,25(5):931–936.(LIANG Zheng-zhao,TANG Chun-an,ZHANG Yong-bin,et al.3D numerical simulation of failure process of rock[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(5):931–936.(in Chinese))
[20]CARTER B J,LAJTAI E Z,PETUKHOV A.Primary and remote fracture around underground cavities[J].Int J Numer Anal Methods Geomech,1991,15(1):21–40.
[21]SHEMYAKIN E I,FISENKO G L,KURLENYA M V,et al.Zonal disintegration of rocks around underground workings,part I:data of in-situ observations[J].Journal of Mining Science,1986,22(3):157–168.
[22]SHEMYAKIN E I,FISENKO G L,KURLENYA M V,et al.Zonal disintegration of rocks around underground workings,part II:rock fracture simulated in equivalent materials[J].Journal of Mining Science,1986,22(4):223–232.
[23]SHEMYAKIN E I,FISENKO G L,KURLENYA M V,et al.Zonal disintegration of rocks around underground workings,part III:theoretical concepts[J].Journal of Mining Science,1987,23(1):1–6.
[24]SHEMYAKIN E I,KURLENYA M V,OPARIN V N,et al.Zonal disintegration of rocks around underground workings,part IV:practical applications[J].Journal of Mining Science,1989,25(4):297–302.
[25]ADAMS C R,JAGER A J.Petroscopic observations of rock fracturing ahead of stope faces in deep-level gold mines[J].Journal of South African Institute of Mining and Metallurgy,1980,80(6):04–209.
[26]方祖烈.软岩巷道维护原理与控制措施[M]//何满潮.中国煤矿软岩巷道支护理论与实践.北京:煤炭工业出版社,1996:64–70.(FANG Zu-lie.Support principles for roadway in soft rock and its controlling measures[M]//HE Man-chao.Soft Rock Tunnel Support in Chinese Mines:Theory and Practice.Beijing:China Coal Industry Publishing House,1996:64–70.(in Chinese))
[27]刘高,王小春,聂德新.金川矿区地下巷道围岩应力场特征及演化机制[J].地质灾害与环境保护,2002,13(4):40–45.(LIU Gao,WANG Xiao-chun,NIE De-xin.The characteristics and evolution mechanism of stresses in surrounding rocks of underground works in Jinchuan mine[J].Journal of Geological Hazards and Environment Preservation,2002,13(4):40–45.(in Chinese))
[28]李术才,王汉鹏,钱七虎,等.深部巷道围岩分区破裂化现象现场监测研究[J].岩石力学与工程学报,2008,27(8):1545–1553.(LI Shu-cai,WANG Han-peng,QIAN Qi-hu,et al.In-situ monitoring research on zonal disintegration of surrounding rock mass in deep mine roadways[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1545–1553.(in Chinese))
[29]顾金才,顾雷雨,陈安敏,等.深部开挖洞室围岩分层断裂破坏机制模型试验研究[J].岩石力学与工程学报,2008,27(3):433–438.(GU Jin-cai,GU Lei-yu,CHEN An-min,et al.Model test study on mechanicsm of layered fracture within surrounding rock of tunnels in deeep stratum[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(3):433–438.(in Chinese))