岩爆的能量特征实验分析
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摘要
利用真三轴岩爆过程模拟实验系统及建立的岩爆实验方法,进行了花岗岩、砂岩、石灰岩、煤等不同岩性的岩爆室内实验研究,再现了岩爆现象。从两个不同侧面分析了岩爆的能量特征,分别为基于实验过程测到的声发射释放的能量及基于形成岩爆碎屑消耗的能量。根据声发射能率及累计能量参数,系统地分析了岩爆的能量变化特征；根据声发射的频谱变化结果,分析了不同岩性主频特征；利用声发射的时频分布及微观结构扫描结果,分析了岩爆破坏过程中穿晶剪切裂纹是高能量释放型裂纹、沿晶张性裂纹是低能量释放型裂纹。对岩爆碎屑分布特征进行了研究,对不同粒组岩爆碎屑的能量耗散特征进行了初步分析。
A series of lithology rockburst tests have been conducted by the true triaxial rockburst simulating test system with the new experimental approaches, including granite, sandstone, limestone and coal. The phenomenon of rockburst is reproduced in laboratory. The energy chatacteristics of rockburst were analyzed on two aspects, i.e, acoustic emission (AE) release energy and the rockburst fragments dissipate energy. The release energy characteristics of acoustic emission were investigated in details based on AE release energy ratio and AE cumulative energy. The predominant frequency of AE was identified according to the frequency spectrum results. According to the time-frequency distribution and the post-failure sample scanning electron microscope images, we observe that in most cases, the transgranulation-shear cracks are of high energy releasing and the intergranular-tensile ones are of low energy releasing. The distribution of rockburst fragments was researched and their dissipation energy characteristics were also analyzed preliminary.
A series of lithology rockburst tests have been conducted by the true triaxial rockburst simulating test system with the new experimental approaches, including granite, sandstone, limestone and coal. The phenomenon of rockburst is reproduced in laboratory. The energy chatacteristics of rockburst were analyzed on two aspects, i.e, acoustic emission (AE) release energy and the rockburst fragments dissipate energy. The release energy characteristics of acoustic emission were investigated in details based on AE release energy ratio and AE cumulative energy. The predominant frequency of AE was identified according to the frequency spectrum results. According to the time-frequency distribution and the post-failure sample scanning electron microscope images, we observe that in most cases, the transgranulation-shear cracks are of high energy releasing and the intergranular-tensile ones are of low energy releasing. The distribution of rockburst fragments was researched and their dissipation energy characteristics were also analyzed preliminary.
引文
[1]He M.C. Rock Mechanics and Hazard Control in Deep Mining Engineering in China[C]. ISRM International Symposium.4th Asian Rock Mechanics Symposium. Rock Mechanics in Underground Construction,29-46. Singapore,2006. World Scientific Publishing Co. Pte. Ltd. NEW JERSEY. LONDON. SINGAPORE. BEIJING etc.
[2]W.D.Ortlepp. RaSiM Comes of Age—A Review of the Contribution to the Understanding and Control of Mine Rockbursts. RaSiM6, Australia, Perth.2005, March,9-11. Keynote Lecture.2-20.
[3]王元汉,李卧东,李启光等.岩爆预测的模糊数学综合评价方法[J].岩石力学与工程学报,1998,17(5)：493-501.
[4]张志强,关宝树,翁汉民.岩爆发生条件的基本分析[J].铁道学报,1998,20(4)：82-85.
[5]徐林生,王兰生,李天斌等.二郎山公路隧道岩爆特征与预测研究[J].地质灾害与环境保护,1999,10(2)：55-59.
[6]姜红兵,王黑丑,张松军.义马跃进煤矿冲击地压发生原因分析[J].煤炭技术,2008,27(3)：161-162.
[7]P. Barest, B. Brouard, B. Feuga, M. Karimi-Jafari. The 1873 collapse of the Saint-Maximilien panel at the Varangeville salt mine. International Journal of Rock Mechanics and Mining Sciences,2008,45(7): 1025-1043.
[8]潘一山.冲击地压发生和破坏过程研究[博士学位论文][D].北京：清华大学,1999.
[9]赵本钧.冲击地压及其防治[M].北京：煤炭工业出版社,1995.
[10]郭然,潘长良,于润沧.有岩爆倾向硬岩矿床采矿理论与技术[M].北京：冶金工业出版社,2003.
[11]林景云.抚顺胜利矿的冲击地压[M].北京：煤炭工业出版社,1959.
[12]范维唐.提高煤炭生产整体水平保障煤矿生产安全[J].中国煤炭,2005,31(4)：5-17.
[13]《煤矿安全生产“十一五”规划》国家安全生产监督管理总局文件：安监总规划(2007)41号.
[14]谷明成,何发亮,陈成宗.秦岭隧道岩爆的研究[J].岩石力学与工程学报,2002,21(9)：1324-1329.
[15]黄晓彬,唐剑.锦屏辅助洞西端岩爆现象及防治[J].西部探矿工程,2008(1)：154-156.
[16]郑建国.镜屏二级水电站交通辅助洞岩爆机制及其地质力学模式研究[硕士学位论文].成都：成都理工大学,2005.
[17]石长岩.红透山铜矿深部地压及岩爆问题探讨[J].有色矿冶,2000,16(1)：4-8.
[18]祝方才,潘长良,曹平.冬瓜山典型矿岩岩爆倾向性基于灰色关联度的模糊综合评判[J].有色金属,2002,54(1)：71-74.
[19]冯涛,谢学斌,潘长良等.岩爆岩石断裂机理的电镜分析[J].中南工业大学学报,1999,30(1)：14-17.
[20]Cook. A note on rockbursts considered as a problem of stability. J.S. Afr. Inst.Min. Metall.1965(65): 437-446.
[21]Blake. Rock-burst mechanics. Quarterly of Colorado School of Mines,1972,67:1-64.
[22]王兰生,李天斌,徐进等.二郎山公路隧道岩爆及岩爆烈度分级[J].公路,1999,(2)：241-245.
[23]Russenes, B. F. Analysis of rock spalling for tunnels in steep valley sides (in Norwegian). M.Sc. thesis, Norwegian Institute of Technology, Dept. of Geology.247 pp,1974.
[24]CurtisJ F. Rockburst phenomena in the gold mines of the Witwatersrand:a review. IMM,1981: A163-A175.
[25]Canadian Rockburst Research Program 1990-1995. A comprehensive summary of five years of collaborative research on rockbursting in hardrock mines. CAMIRO Mining Division.
[26]Ortlepp W D. Rock fracture and rockbursts. South African Inst. Mining Metallurgy,1997:98pp.
[27]Ortlepp W D. High ground displacement velocities associated with rockburst damage. Rockbursts and seimicity in mines, Young ed. Rotterdam:Balkema,1993:101-106.
[28]Bowers D., Douglas A. Characterisation of large mine tremors using P observed at teleseismic distances. Rockbursts and seismicity in mines, Gibowicz and Lasocki eds. Rotterdam:Balkema,1997:55-60.
[29]谭以安.岩爆形成机理研究及综合评判[博士学位论文][D].西安：西安地质学院,1988.
[30]何锋.三峡引水工程秦巴段深埋长隧洞开挖地质灾害研究[博士学位论文][D].北京：中国地质科学研究院,2005.
[31]何满潮,苗金丽,李德建等.深部花岗岩试样岩爆过程实验研究[J].岩石力学与工程学报.2007,26(5)：865-876.
[32]姚宝魁；张承娟.高地应力坝区硐室围岩岩爆及其断裂破坏机制.水文地质工程地质,1985,6：17-20.
[33]刘小明,李焯芬.脆性岩石损伤力学分析与岩爆损伤能量指数[J].岩石力学与工程学报,1997,16(2)：140-147.
[34]罗先启,舒茂修.岩爆的动力断裂判据--D判据[J].中国地质灾害与防治学报,1996,7(2)：1-5.
[35]费鸿禄,徐小荷.岩爆的突变理论分析[C].第三届全国岩石动力学学术会议论文集,412-421.桂林,1992.
[36]章梦涛.冲击地压失稳理论与数值模拟计算[J].岩石力学与工程学报,1987,6(3)：197-204.
[37]Giboicz S.J.,Keynote lecture:The mechanicism of seismic evevnts induced by mining A review. Rockbursts and Seismicity in mines, Faihurst ed. Rotterdam:Balkema,1990:3-37.
[38]Ryder J.A. Excess shear stresses in the assessment of geologically hazardous situations. J.S.Afr.Inst.Min. Metall.,1988,88(1):27-39.
[39]Henry S. Hasegawa, Robert J. Wetmiller and Don. J. Gendzwill. Induced Seismicity in Mines in Canada-An Overview. PAGEOPH,1989,129, (3-4):423-453.
[40]W. Kuhnt, P. Knoll, H. Grosser and H.-J. Behrens. Seismological Models for Mining-Induced Seismic Events. PAGEOPH,1989,129, (3-4):513-521.
[41]Gary Robert Corbett. The Development of Coal Mine Portable Microseismic Monitoring System for the Study of Rock Gas Outbursts in the Sydney Coal Field, Nova Scotia. PhD thesis.1996, McGill, Canada.
[42]汪泽斌.岩爆实例、岩爆术语及分类的建议[J].工程地质,1988,(3).
[43]张倬元,王士天,王兰生.工程地质分析原理(第二版)[M].北京：地质出版社,1994.397-403.
[44]谭以安.岩爆类型及其防治[J].现代地质,1991,5(4)：450-456.
[45]徐林生,王兰生.岩爆类型划分研究[J].地质灾害与环境保护.2000,11(3)：245-247,262.
[46]B. G. White & J. K. Whyatt. Role of fault slip on mechanisms of rock burst damage, Lucky Friday Mine, Idaho,USA. White, B.G., and J.K. Whyatt.1999. Role of fault slip on mechanisms of rock burst damage, Lucky Friday Mine, Idaho, USA. In SARES 99:2nd Southern African Rock Engineering Symposium. Implementing Rock Engineering Knowledge, T.O. Hagan, ed. (Johannesburg, S. Africa, Sept.13-15, 1999). Johannesburg:Intern. Soc. Rock Mech., pp.169-178
[47]Jan Sileny, Alexander Milev. Source mechanism of mining induced seismic events—Resolution of double couple and non double couple models. Tectonophysics,2008,456:3-15.
[48]李玉,赵国景.煤爆或岩爆的机理分析[C].第三届全国岩石动力学学术会议论文集,517-522.桂林,1992.
[49]Zhang X.C, Wang J.Q. Research on the Mechanism and Prevention of Rockburst at the Yinxin Gold Mine. J China Univ Mining & Technol 2007,17(4):541-545.
[50]Xie H, Pariseau W.G. Fractal character and mechanism of rock burst. Int J Rock Mech Min Sci,1993, 30(4):343-350.
[51]Cook, N.G.W. The basic mechanics of rockbursts. J.S. Afr. Inst. Min. Metall.1963,64:71-81.
[52]Cook, N.G.W., Hoek E. Pretorious, J.P.G., Ortlepp, W.D. and Salamon, M.D.G. Rock mechanics applied to rockbursts. HJ.S. Afr. Inst. Min. Met.,1966,66:435-528.
[53]Cook, N.G.W. The design of underground excavations. Proc.8th Symp. On Rock Mech., Unive. Miinesota. Ed. C.Fairhurst, New Yock, A.I.M.M.,1967,167-193.
[54]Salamon, M. D. G., Rock mechanics of underground excavations. Proc.3rd Congr.Int.Soc.Rock Mech., Denver, Colorado, vol.1, Part B,1974,951-1099.
[55]Walsh, J B. Energy changes due to mining. Int.J. Rock Mech. Min.Sci.,1977,14:25-33.
[56]Brady, B.H.G. and Brown, E.T. Energy changes and stability in underground mining:design applications of boundary element methods. Trans. Instn.Min. Metall.Section A,1981,90:A61-A68.
[57]Salamon, M. D. G. Energy considerations in Rock mechanics:funadmental results. J.S. Afr. Inst. Min. Metall.,1984,84(8):233-246.
[58]艾凯,孙路,刘元坤,尹健民.对岩爆问题的探讨[J].岩土工程界,2005,8(15)：57-59.
[59]刘泉声,张华,林涛.煤矿深部岩巷围岩稳定与支护对策[J].岩石力学与工程学报,2004,23(21)：3732-3737.
[60]吕庆,孙红月,尚岳全等.深埋特长公路隧道岩爆预测综合研究[J].岩石力学与工程学报,2005,24(16)：2982-2988
[61]Kidybinski A. Bursting liability induces of coal[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1981,18(4):295-304.
[62]G.N.Feit, O.N. Malinnikova, V.S. Zykov and V.A. Rudakov. Prediction of rockburst and sudden outburst hazard on the basis of estimate of Rock-mass energy[J]. Journal of mining Science,2002,38(1):61-63.
[63]M.N.Bagde,V.Petorsa. Fatigue properties of intact sandstone samples subjected to dynamic uniaxial cyclical loading[J]. Int J.of R Mec & Mining Sci.2005,42:237-250.
[64]徐则民,吴培关,王苏达等.岩爆过程释放的能量分析[J].自然灾害学报,2003,12(3)：104-110.
[65]祝方才,宋锦泉.岩爆的力学模型及物理数值模拟述评[J].中国工程科学,2003,3：83-88.
[66]唐春安.岩石破裂过程的灾变[M].北京：煤炭工业出版社,1993.65：117-121.
[67]潘岳,王志强.岩体动力失稳的功、能增量—突变理论研究方法[J].岩石力学与工程学报,2004,23(9)：1433-1438.
[68]谢勇谋,巨能攀.浅析隧洞围岩宏微观结果与岩爆[J].中国地质灾害与防治学报,2005,16(4)：58-60.
[69]V.A.Mamsurov. Prediction of rockbursts by analysis of induced seismiciry data. Int. J.Rock Mech.Sci. 2001,38:893-901.
[70]秦跃平,姚有利,陈凤颖等.基于岩石损伤力学的深部开采岩爆机理研究[C].235-245.//深部开采基础理论与工程实践.北京：科学出版社,2006.
[71]谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565-3570.
[72]徐则民.长大隧道岩爆灾害研究进展[J].自然灾害学报,2004,13(2)：16-23.
[73]李四年,唐春安,王述红.深部开采岩爆机理数值分析方法与应用[J].湖北工学院学报,2003,18(1)：46-49.
[74]邵鹏,张勇,贺永年.岩爆发生的随机共振机制[J].煤炭学报,2004,29(6)：668-671.
[75]戴俊.岩石动力学特性与爆破理论[M].北京：冶金工业出版社,2002.65.
[76]Baidoe, Joseph Bermasw. Assessment of rockburst-mitigating effects of the area liners(Master of Science (Engineering)). Queen's University Kingston, Ontario, Canada,2003.
[77]陈海军,郦能惠,聂德新等.岩爆预测的人工神经网络模型[J].岩土工程学报,2002,24(2)：229-232.
[78]白明洲,王连俊,许兆义.岩爆危险性预测的神经网络模型应用研究[J].中国安全学报,2002,12(4)： 65-69.
[79]杨涛,李国维.基于先验知识的岩爆预测研究[J].岩石力学与工程学报.2000,19(4)：429431.
[80]王元汉,李卧东,李启光等.岩爆预测的模糊数学综合评判方法[J].岩石力学与工程学报,1998,17(5),493-501.
[81]E. Broch, S. Sorheim. Experiences from the Planning, Construction and Supporting of a Road Tunnel Subjected to Heavy Rockbursting[J]. Rock Mechanics and Rock Engineering.1984,17:15-35.
[82]Hoek E, Brown E T. Underground excavations in rock[M].Taylor & Francis Press,1994.
[83]徐林生.二郎山公路隧道岩爆特征与防治措施的研究[J].土木工程学报,2003,37(1)：61-64.
[84]N. Barton, R. liem, and J. Lunde, Engineering Classification of Rock Masses for the Design of Tunnel Support. Rock Mechanics and Rock engineering,1974,6:189-236.
[85]张津生,陆家佑,贾愚如.天生桥二级水电站引水隧洞岩爆研究[J].水利发电,1991,10：34-37,76.
[86]杨健、武雄.岩爆综合预测评价方法[J].岩石力学与工程学报,2005(3)：411-416
[87]J. A Wang, H.D. Park. Comprehensive prediction of rockburst based on analysis of strain energy in rocks.Tunneling and Underground Space Technology,2001,16(1):49-57
[88]Brady B. H.G..,Brown E T. 地下采矿岩石力学[M].冯树仁等译.北京：煤炭工业出版社,1990.
[89]Salamon, M. D. G. Stability, instability and design of pillar workings. International Journal of Rock Mechanics and Mining Science & Geomechanics.1970,7(6):613-631.
[90]Singh, S. P. The influence of rock properties on the occurrence and control of rockbursts. Mining Science and Technology,1987,5(1):11-18.
[91]Singh, S. P. Classification of mine workings according to their rockburst proneness. Mining Science and Technology,1989,8(3):253-262.
[92]马春德.一维动静组合加载下岩石力学特性的试验研究[硕士学位论文].长沙：中南大学,2004.
[93]Li X, Ma C. Experimental study of dynamic response and failure behavior of rock under coupled static-dynamic loading[A].In:Aoki O ed. Proceedings of the ISRM International Symposium 3rd ARMS[C],891-895. Rotterdam:Mill Press,2004.
[94]Pettitt,WS, King MS. Acoustic emission and velocities associated with the formation of sets of parallel fractures in sandstones. International journal of Rock Mechanics and Mining Sciences,2004,41(Suppl.1): 1-6.
[95]S.H.Cho,Y.Ogata,K.Kaneko. A method for estimating the strength properties of a granitic rock subjected to dynamic loading. International Journal of Rock Mechanics & Mining Sciences,2005,42:561-568.
[96]冯涛,王文星,潘长良.岩石应力松弛试验及两类岩爆研究[J].湘潭矿业学院学报,2000,15(1)：27-31.
[97]张艳博,徐东强.岩爆在不同岩石中的模拟实验[J].河北理工学院学报,2002,24(4)：8-11.
[98]左宇军,李夕兵,唐春安.受静载荷的岩石在周期载荷作用下破坏的试验研究[J].岩土力学,2007,28(5)：927-932.
[99]Steif, Paul S. Crack extension under compressive loading. Engineering Fracture Mechanics.1984,20(3): 463-473.
[100]Barquins, M.Petit, J. P. Kinetic instabilities during the propagation of a branch crack:effects of loading conditions and internal pressure. Journal of Structural Geology.1992,14(8-9):893-903.
[101]徐林生.卸荷状态下岩爆岩石力学试验[J].重庆交通学院学报,2003,22(1)：01-04.
[102]尤明庆.岩石试样的强度及变形破坏过程[M].北京：地质出版社,2000.71
[103]葛修润.岩土损伤宏细观试验研究[M].北京：科学出版社,2004.
[104]王贤能.深埋隧道工程水、热、力作用的基本原理及其灾害地质效应研究[博士学位论文][D].成都：成都理工学院,1998.
[105]K.H. Hofer Thoma, K. Triaxial tests on salt rocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.1968,5(2):195-196.
[106]Nemat-Nasser, S. Horii, H. Rock failure in compression.1984. International Journal of Engineering Science.1984,22(8-10):999-1011.
[107]许东俊,章光,李延芥等.岩爆应力状态研究[J].岩石力学与工程学报,2000,19(2)：169-172.
[108]丁向东,吴继敏,康政虹.优势面在岩爆发生预测中的作用[J].西部探矿工程,2003,82(3)：169-171.
[109]侯发亮.岩爆的真三轴试验研究[C].第四界全国岩石动力学学术大会论文集,201-207.成都,1994.
[110]许迎年,徐文胜,王元汉等.岩爆模拟试验及岩爆机理研究[J].岩石力学与工程学报,2002(10)：1462-1466.
[111]李连贵,徐文胜,许迎年等.岩爆模拟材料研制及模拟试验分析[J].华中科技大学学报,2001,06：80-82.
[112]Nemat N S, Horri H, Compression-induced nonplanar crack extention with application to splitting explotion and rockburst[J]. J. Geophys. Res.,1982, B87:6805-6821.
[113]Dyskin A.V,Germanovich L. N. Model of rockburst caused by cracks growing near free surface. Rockbursts and Seismmicity in Mines, Young(ed).1993, Balkma:169-174.
[114]陶振宇.若干电站地下工程建设中的岩爆问题[J].水利发电,1988(7)：40-45.
[115]于广明,邵军.构造应力对岩土工程损害及防护研究[J].中国地质灾害与防治学报,1999,10(1)：7-13.
[116]吴德成,邢长征.北票台吉急倾斜水采面坚硬顶板断裂的数值模拟研究[J].辽宁工程技术大学学报(自然科学版),1996,15(3)：365-367.
[117]李信,杨建民,刘文新.南桐煤矿岩爆发生原因分析[J].矿业安全与环保,1985,2：27-32.
[118]何唐镰,赵斌.南桐矿区岩爆实用防治技术研究[J].西安矿业学院学报,1994,14(4)：324-331.
[119]张永利,李忠华,陈德怀.北京大台井深部岩巷岩爆发生条件及影响因素[J].中国地质灾害与防治学报,2006,17(3)：84-86.
[120]李忠华,张永利,孙可明.大台井深部岩巷岩爆发生机理与预测措施研究[J].岩土力学,2003,24(增)：630-632.
[121]左文智.北京西山地区地应力场特征及地质灾害关系研究[J].北京地质,1997,(4)：1-8.
[122]王庆阳,张德利,李国宏.冲击地压的发生与防治[J].煤矿安全,2002,33(7)：9-11.
[123]单治钢.锦屏二级水电站引水隧洞岩爆初步分析[C].第3届全国岩石动力学学术会议,523-537.桂林,1992.
[124]邹成杰.天生桥二级水电站引水发电隧洞岩爆烈度与分级的研究[J].红水河,1996,15(3)：46-48.
[125]史红光.二滩水电站左岸导流洞岩爆分析[J].水电站设计,1995,11(1)：35-40.
[126]安其美,丁立丰,王海忠.福建周宁水电站水压致裂地应力测量及其应用[J].岩土力学,2004,25(10)：1672-1676.
[127]韦传恩.周宁水电站地下厂房围岩稳定性研究[J].引进与咨询,2006(1)：65-66.
[128]吴勇.福堂水电站引水隧洞防治岩爆的施工技术[J].水电站设计,2006,22(1)：68-71.
[129]汪波,何川.苍岭隧道施工中岩爆理论预测研究[J].公路隧道,2007,2(总58)：1-4.
[130]汪波,何川,吴德兴等.基于岩爆破坏形迹修正隧道区地应力及岩爆预测的研究[J].岩石力学与工程学报,2007,26(4)：811-817.
[131]汪琦,唐义彬,李忠.浙江苍岭隧道工程地质特征分析与岩爆措施研究[J].工程地质学报,2004(2)：276-280.
[132]郭志强.秦岭终南山特长公路隧道岩爆特征与施工对策[J].现代隧道技术,2003,40(6)：58-62.
[133]李科.都汶公路福堂坝隧道岩爆及其防治[J].路基工程,2006,124(1)：123-125.
[134]郝健.复杂地质条件下超大型调压井开挖围岩稳定性分析[硕士学位论文].重庆：四川大学,2006.
[135]徐林生,王兰生,徐进,孙宗远.二朗山公路隧道岩体地应力测试研究[J].华东公路,2002,1(总134)：63-65.
[136]徐林生.地下工程岩爆发生条件研究[J].重庆交通学院学报,2005,24(3)：31-34.
[137]薛奕忠.冬瓜山铜矿床开采过程中岩爆问题的探讨[J].中国矿山工程,2005,34(5)：1-3.
[138]王军强 崟鑫金矿岩爆与发生机理初探[J].矿山压力与顶板管理,2005,(4)：121-122,124.
[139]唐绍辉,吴壮军,陈向华.地下深井岩爆矿山岩爆发生规律及形成机理研究[J].岩石力学与工程学报,2003,22(8)：1250-1254.
[140]徐增和,李宏,徐曙明.矿井岩爆及其失稳理论[J].中国安全科学学报,1996,6(5)：9-14.
[141]唐绍辉,陈向华.某深井矿山岩爆特征与成因研究[C].第七次全国岩石力学与工程学术大会论文集,624-628.中国,西安,2002.
[142]陈宗基.岩爆的工程实录、理论与控制[J].岩石力学与工程学报,1987,6(1)：1-18.
[143]张如琯.岩爆现象[J].煤炭科学技术,1981,6：40-42.
[144]周萍.岩爆预测及影响因素的分析[J].红水河,2004,23(1)：71-74.
[145]周春宏.某水电站长探洞的岩爆特征[J].地质灾害与环境保护,2006,1(17)：78-81.
[146]罗贻岭.对隧道岩爆现象的一些认识[J].力学与实践,1980,4：45-47.
[147]万姜林,洪开荣.太平驿水电站引水隧洞的岩爆及其防治[C].中国土木工程学会隧道及地下工程学会第八届年会论文集,223-232.中国,河南洛阳,1994.
[148]G.Pennacchioni. G.DiToro. P.Brack, L.Menegon. and I.M.Villa. Brittle-ductile-brittle deformation during cooling of tonalite. Tectonophysics,2006,427:171-197.
[149]徐松林,吴文,王广印等.大理岩等围压三轴压缩全过程研究I：峰前和峰后卸围压全过程实验.岩石力学与工程学报,2001,20(6)：763-767.
[150]周宏伟,谢和平,左建平.深部高地应力下岩石力学行为研究进展[J].力学进展,2005,35(1)：91-99.
[151]张黎明.复杂加卸荷岩石破坏机理及应用研究[硕士毕业论文].青岛：青岛理工大学,2004.
[152]徐怀忠,尹祥础,夏蒙棼等.地震临界点理论的实验研究[J].地震学报,2004,26,Supp：122-130.
[153]刘波,杨仁树,郭东明等.孙村煤矿-1100m水平深部煤岩冲击倾向性组合试验研究[J].岩石力学与工程学报,2004,23(14)：2402-2408.
[154]杨明纬.声发射技术[M].北京：机械工业出版社,2005.
[155]Kishinoue F. An experiment on the progression of fracture (A preliminary report). Jisin 6:24-31(1934) translated and published by Ono K, Jounrnal of acoustic emission,1990,9(3):177-180.
[156]Obert L and Duvall W. The microseismic method of predicting rock failure in underground mining, Part II: Laboratory experiments. Report of investigations 3803,1945. U.S.Bureau of Mines, Washington D.C.
[157]Mogi K. Study of the elastic shocks caused by the fracture of heterogeneous materials and its relation to earthquake phenomena. Bull Earthquake Res Inst.1962,40:125-173.
[158]Philip M Benson, Sergio Vinciguerra, Philip G M eredith, R Paul Young. Laboratory Simulation of Volcano Seismicity. Science,2008,322:249-252.
[159]殷政钢,唐礼忠,李岳.岩石的声发射对比试验研究[J].矿山压力与顶板管理,2005,2：95-99.
[160]付小敏.典型岩石单轴压缩变形及声发射特性试验研究[J].成都理工大学学报(自然科学版),2005,32(1)：17-21.
[161]江进辉,郭琴玲,周创兵等.大理岩受压声发射研究[J].中国农村水利水电,2005,11：72-74.
[162]陈景涛,冯夏庭.高地应力下岩石的真三轴试验研究[J].岩石力学与工程学报,2006,25(8)：1537-1543.
[163]杨键,王连俊.岩爆机理声发射试验研究[J].岩石力学与工程学报,2005,24(20)：3796-3802.
[164]Christian U. Grosse and Masayasu Ohtsu. Acoustic emission testing.[M]. Springer Berlin Heidelberg, Germany,2008.
[165]赵兴东.基于声发射监测纪应力场分析的岩石失稳机理研究[博士学位论文][D].沈阳：东北大学,2006.
[166]纪洪广.混凝土材料声发射性能研究与应用[M].北京：煤炭工业出版社,2004.
[167]邹银辉.煤岩声发射机理初探[J].矿业安全与环保,2004,31(1)：31-34.
[168]Kaiser J. A study of acoustic phenomeain tensile tests. Ph.D.Dissertation, Thechnische Hochschule Muechen, FRG,1950.
[169]AE Testing Fundamentals, Equipment, Applications. Dipl.lng.Hartmut Vallen, Vallen-Systeme GmbH lcking(Munich),Germany. Web:http://www.vallen.de.
[170]秦四清.岩石声发射技术的研究与应用[博士学位论文][D].沈阳：东北大学,1992.
[171]苏先基,励争.固体力学动态测试技术[M].北京：高等教育出版社,1997.
[172][美]J.L.罗斯.固体中的超声波.吴斌,王秀彦译.北京：科学出版社.2004.
[173]杜世通.地震波动力学[M].山东,东营：石油大学出版社,1996.
[174][波].Slawomir jerzy Gibowicz and Andrzej Kijko,修济刚,徐平,杨心平译.北京：地震出版社,1998.
[175]宋守坚.固体介质中的应力波[M].北京：煤炭工业出版社,1989.
[176]A. Carpinteri, G Lacidogna, N. Pugno. Structural damage diagnosis and life-time assesment by acoustic emission monitoring. Engineering Fracture Mechanics,2007,74:273-289.
[177]张玲华,郑宝玉.随机信号处理[M].北京：清华大学出版社,2003.
[178]葛哲学,陈仲生.MatLab时频分析技术及其应用[M].北京：人民邮电出版社,2006.
[179]谢和平.分形-岩石力学导论[M].北京：科学出版社,1996.
[180]钟群鹏,赵子华.断口学[M].北京：高等教育出版社,2005.
[181]Montoto, M., Suarez del rio, L.M., Khair, A.W. and Hardy, JR, H.R. AE in uniaxially loaded granitic rocks in relation to their petrographic character. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany.pp83-100.
[182]P. Ganne, A. Vervoort, M. Wevers. Quantification of pre-peak brittle damage:Correlation between acoustic emission and observed micro-fracturing. International Journal of Rock Mechanics and Mining Sciences,2007,44:720-729.
[183]Yoshiji Niwa, Shoichi Kobayashi, and Masayasu Ohtsu. Source mechanisms and wave motions of acoustic emisssion in rock-like materials. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp101-115.
[184]S.-H. Chang, C.-I. Lee. Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission.International Journal of Rock Mechanics & Mining Sciences,2004,41:1069-1086.
[185]T.Backers, S.Stanchits, GDresen. Tensile fracture propagation and acoustic emission activity in sandstone: the effect of loading rate. International Journal of Rock Mechanics & Mining Sciences,2005,42: 1094-1101.
[186]Shiotani, Ohstu, and Ikeda. Detection and evalution of AE waves due to rock deformation. Constructure and building materials.2001,15:235-246.
[187]Sondergeld, Granryd, and Estey. Acoustic emissions during compression testing. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp131-145.
[188]Reymond, Clergeot, Lumeau, and Perrot. Acoustic emission in coal and masonry tunnels. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp117-130.
[189]Achenbach JD. Wave progatation in elastic solids. Amsterdam:the North-Holland,1973.
[190]尹光志,鲜学福,代高飞.岩石非线性动力学理论及其应用[M].重庆：重庆大学出版社,2004.
[191]I. Dlouhy,B.Strnadel. The effect of crack propagation mechanism on the fractal dimension of fracture surface in steels. Engineering fracture mechanics.2008,75:726-738.
[192][日].高安秀树.沈步明,常子文译.分数维[M].北京：地震出版社,1989.
[193][英].Kenneth Falconer.曾文曲译.分形几何数学基础及其应用(第2版)[M].北京：人民邮电出版社,2007.
[194]胡柳青,李夕兵,赵伏军.冲击荷载作用下岩石破裂损伤的耗能规律[J].岩石力学与工程学报,2002,21(增2)：2304-2308.
[195]王利,高谦.基于损伤能量耗散的岩体块度分布预测[J].岩石力学与工程学报,2007,26(6)：1202-1211.
[196]邓涛,杨林德,韩文峰.加载方式对大理岩碎块分布影响的试验研究[J].同济大学学报(自然科学版),2007,35(1)：10-14.
[197]卓越,良绍,张善德.矿物岩石学[M].北京：煤炭工业出版社,1994.
[198]陆栋,蒋平,徐至中.固体物理学[M].上海：上海科学技术出版社,2003.
[199]孙叶,谭成轩.中国现今区域构造应力场与地壳运动趋势分析[J].地质力学学报,1995,1(3)：3-10.
[200]陈彭年,陈宏德,高莉青.世界地应力实测资料汇编[M].北京：地震出版社,1990.
[201]Hani, S.Mitri. Mumerical procedure for the evaluation of distress blasting in hard rock mining. Numerical Modelling of Ground Burst Problems-NARMS Workshop,1996, pp.5-1-49.
[202]王耀辉,陈莉雯,沈峰.岩爆破坏过程能量释放的数值模拟[J].岩土力学,2008,29(3)：790-794.
[203]陆家佑.岩爆数值模拟与预测[C].第3届全国岩石动力学学术会议论文集,436-447.桂林,1992.
[204]Tannant, D.D., McDowell, G.M., Brummer, R.K., and Kaiser, P.K. Ejection velocities measured during a rockburst simulation experiment. Proceedings of the International Conference on Rockburst and Seismicity in Mines(Balkema Publishing, Rotterdam, Netherlands),1993,pp.129-133.
[205]王敏强,侯发亮.板状破坏的岩体岩爆判别的一种方法[J].岩土力学,1993,14(3)：53-60.
[206]冯涛.岩爆机理与防治理论及应用研究[博士学位论文][D].长沙：中南大学,1999.
[207]Carl E. Renshaw, Erland M. Schulson. Universal behaviour in compressive failure of brittle materials. Nature,2001,412:897-900.
[208]L.N.Germanovich, R. L. Salganik, A. V. Dyskin and K. K. Lee. Mechanisms of Brittle Fracture of Rock with Pre-existing Cracks in Compression. PAGEOPH,1994,143(1-3):117-149.
[209]A. V. Dyskin, L.N.Germanovich and K.B.Ustinov. Asymptotic analysis of crack interaction with free boundary. International Journal of Solids and Structures,2000,37:857-886.
[210]A. V. Dyskin and L.N.Germanovich. Rockburst model based on cracks growing near free surface. In Rockbursts and Seimicing in Mines, Vol.93(ed. Young, R.P.) Proc.3rd Internat. Symp.,(Kingston, Ontario, Canada 1993a) pp.167-173.
[211]Rosakis AJ, Samudrala O, Coker D. Cracks faster than shear wave speed. Science,1999,284:1337-1440.
[212]谭以安.岩爆特征及岩体结构效应[J].中国科学,B辑.1991,9：985-991.
[213]范天佑.断裂动力学原理与应用[M].北京：北京理工大学出版社,2006.
[214]高峰,谢和平,赵鹏.岩石块度分布的分形性质及细观结构效应[J].岩石力学与工程学报,1994,13(3)：240-246.
[2]W.D.Ortlepp. RaSiM Comes of Age—A Review of the Contribution to the Understanding and Control of Mine Rockbursts. RaSiM6, Australia, Perth.2005, March,9-11. Keynote Lecture.2-20.
[3]王元汉,李卧东,李启光等.岩爆预测的模糊数学综合评价方法[J].岩石力学与工程学报,1998,17(5)：493-501.
[4]张志强,关宝树,翁汉民.岩爆发生条件的基本分析[J].铁道学报,1998,20(4)：82-85.
[5]徐林生,王兰生,李天斌等.二郎山公路隧道岩爆特征与预测研究[J].地质灾害与环境保护,1999,10(2)：55-59.
[6]姜红兵,王黑丑,张松军.义马跃进煤矿冲击地压发生原因分析[J].煤炭技术,2008,27(3)：161-162.
[7]P. Barest, B. Brouard, B. Feuga, M. Karimi-Jafari. The 1873 collapse of the Saint-Maximilien panel at the Varangeville salt mine. International Journal of Rock Mechanics and Mining Sciences,2008,45(7): 1025-1043.
[8]潘一山.冲击地压发生和破坏过程研究[博士学位论文][D].北京：清华大学,1999.
[9]赵本钧.冲击地压及其防治[M].北京：煤炭工业出版社,1995.
[10]郭然,潘长良,于润沧.有岩爆倾向硬岩矿床采矿理论与技术[M].北京：冶金工业出版社,2003.
[11]林景云.抚顺胜利矿的冲击地压[M].北京：煤炭工业出版社,1959.
[12]范维唐.提高煤炭生产整体水平保障煤矿生产安全[J].中国煤炭,2005,31(4)：5-17.
[13]《煤矿安全生产“十一五”规划》国家安全生产监督管理总局文件：安监总规划(2007)41号.
[14]谷明成,何发亮,陈成宗.秦岭隧道岩爆的研究[J].岩石力学与工程学报,2002,21(9)：1324-1329.
[15]黄晓彬,唐剑.锦屏辅助洞西端岩爆现象及防治[J].西部探矿工程,2008(1)：154-156.
[16]郑建国.镜屏二级水电站交通辅助洞岩爆机制及其地质力学模式研究[硕士学位论文].成都：成都理工大学,2005.
[17]石长岩.红透山铜矿深部地压及岩爆问题探讨[J].有色矿冶,2000,16(1)：4-8.
[18]祝方才,潘长良,曹平.冬瓜山典型矿岩岩爆倾向性基于灰色关联度的模糊综合评判[J].有色金属,2002,54(1)：71-74.
[19]冯涛,谢学斌,潘长良等.岩爆岩石断裂机理的电镜分析[J].中南工业大学学报,1999,30(1)：14-17.
[20]Cook. A note on rockbursts considered as a problem of stability. J.S. Afr. Inst.Min. Metall.1965(65): 437-446.
[21]Blake. Rock-burst mechanics. Quarterly of Colorado School of Mines,1972,67:1-64.
[22]王兰生,李天斌,徐进等.二郎山公路隧道岩爆及岩爆烈度分级[J].公路,1999,(2)：241-245.
[23]Russenes, B. F. Analysis of rock spalling for tunnels in steep valley sides (in Norwegian). M.Sc. thesis, Norwegian Institute of Technology, Dept. of Geology.247 pp,1974.
[24]CurtisJ F. Rockburst phenomena in the gold mines of the Witwatersrand:a review. IMM,1981: A163-A175.
[25]Canadian Rockburst Research Program 1990-1995. A comprehensive summary of five years of collaborative research on rockbursting in hardrock mines. CAMIRO Mining Division.
[26]Ortlepp W D. Rock fracture and rockbursts. South African Inst. Mining Metallurgy,1997:98pp.
[27]Ortlepp W D. High ground displacement velocities associated with rockburst damage. Rockbursts and seimicity in mines, Young ed. Rotterdam:Balkema,1993:101-106.
[28]Bowers D., Douglas A. Characterisation of large mine tremors using P observed at teleseismic distances. Rockbursts and seismicity in mines, Gibowicz and Lasocki eds. Rotterdam:Balkema,1997:55-60.
[29]谭以安.岩爆形成机理研究及综合评判[博士学位论文][D].西安：西安地质学院,1988.
[30]何锋.三峡引水工程秦巴段深埋长隧洞开挖地质灾害研究[博士学位论文][D].北京：中国地质科学研究院,2005.
[31]何满潮,苗金丽,李德建等.深部花岗岩试样岩爆过程实验研究[J].岩石力学与工程学报.2007,26(5)：865-876.
[32]姚宝魁；张承娟.高地应力坝区硐室围岩岩爆及其断裂破坏机制.水文地质工程地质,1985,6：17-20.
[33]刘小明,李焯芬.脆性岩石损伤力学分析与岩爆损伤能量指数[J].岩石力学与工程学报,1997,16(2)：140-147.
[34]罗先启,舒茂修.岩爆的动力断裂判据--D判据[J].中国地质灾害与防治学报,1996,7(2)：1-5.
[35]费鸿禄,徐小荷.岩爆的突变理论分析[C].第三届全国岩石动力学学术会议论文集,412-421.桂林,1992.
[36]章梦涛.冲击地压失稳理论与数值模拟计算[J].岩石力学与工程学报,1987,6(3)：197-204.
[37]Giboicz S.J.,Keynote lecture:The mechanicism of seismic evevnts induced by mining A review. Rockbursts and Seismicity in mines, Faihurst ed. Rotterdam:Balkema,1990:3-37.
[38]Ryder J.A. Excess shear stresses in the assessment of geologically hazardous situations. J.S.Afr.Inst.Min. Metall.,1988,88(1):27-39.
[39]Henry S. Hasegawa, Robert J. Wetmiller and Don. J. Gendzwill. Induced Seismicity in Mines in Canada-An Overview. PAGEOPH,1989,129, (3-4):423-453.
[40]W. Kuhnt, P. Knoll, H. Grosser and H.-J. Behrens. Seismological Models for Mining-Induced Seismic Events. PAGEOPH,1989,129, (3-4):513-521.
[41]Gary Robert Corbett. The Development of Coal Mine Portable Microseismic Monitoring System for the Study of Rock Gas Outbursts in the Sydney Coal Field, Nova Scotia. PhD thesis.1996, McGill, Canada.
[42]汪泽斌.岩爆实例、岩爆术语及分类的建议[J].工程地质,1988,(3).
[43]张倬元,王士天,王兰生.工程地质分析原理(第二版)[M].北京：地质出版社,1994.397-403.
[44]谭以安.岩爆类型及其防治[J].现代地质,1991,5(4)：450-456.
[45]徐林生,王兰生.岩爆类型划分研究[J].地质灾害与环境保护.2000,11(3)：245-247,262.
[46]B. G. White & J. K. Whyatt. Role of fault slip on mechanisms of rock burst damage, Lucky Friday Mine, Idaho,USA. White, B.G., and J.K. Whyatt.1999. Role of fault slip on mechanisms of rock burst damage, Lucky Friday Mine, Idaho, USA. In SARES 99:2nd Southern African Rock Engineering Symposium. Implementing Rock Engineering Knowledge, T.O. Hagan, ed. (Johannesburg, S. Africa, Sept.13-15, 1999). Johannesburg:Intern. Soc. Rock Mech., pp.169-178
[47]Jan Sileny, Alexander Milev. Source mechanism of mining induced seismic events—Resolution of double couple and non double couple models. Tectonophysics,2008,456:3-15.
[48]李玉,赵国景.煤爆或岩爆的机理分析[C].第三届全国岩石动力学学术会议论文集,517-522.桂林,1992.
[49]Zhang X.C, Wang J.Q. Research on the Mechanism and Prevention of Rockburst at the Yinxin Gold Mine. J China Univ Mining & Technol 2007,17(4):541-545.
[50]Xie H, Pariseau W.G. Fractal character and mechanism of rock burst. Int J Rock Mech Min Sci,1993, 30(4):343-350.
[51]Cook, N.G.W. The basic mechanics of rockbursts. J.S. Afr. Inst. Min. Metall.1963,64:71-81.
[52]Cook, N.G.W., Hoek E. Pretorious, J.P.G., Ortlepp, W.D. and Salamon, M.D.G. Rock mechanics applied to rockbursts. HJ.S. Afr. Inst. Min. Met.,1966,66:435-528.
[53]Cook, N.G.W. The design of underground excavations. Proc.8th Symp. On Rock Mech., Unive. Miinesota. Ed. C.Fairhurst, New Yock, A.I.M.M.,1967,167-193.
[54]Salamon, M. D. G., Rock mechanics of underground excavations. Proc.3rd Congr.Int.Soc.Rock Mech., Denver, Colorado, vol.1, Part B,1974,951-1099.
[55]Walsh, J B. Energy changes due to mining. Int.J. Rock Mech. Min.Sci.,1977,14:25-33.
[56]Brady, B.H.G. and Brown, E.T. Energy changes and stability in underground mining:design applications of boundary element methods. Trans. Instn.Min. Metall.Section A,1981,90:A61-A68.
[57]Salamon, M. D. G. Energy considerations in Rock mechanics:funadmental results. J.S. Afr. Inst. Min. Metall.,1984,84(8):233-246.
[58]艾凯,孙路,刘元坤,尹健民.对岩爆问题的探讨[J].岩土工程界,2005,8(15)：57-59.
[59]刘泉声,张华,林涛.煤矿深部岩巷围岩稳定与支护对策[J].岩石力学与工程学报,2004,23(21)：3732-3737.
[60]吕庆,孙红月,尚岳全等.深埋特长公路隧道岩爆预测综合研究[J].岩石力学与工程学报,2005,24(16)：2982-2988
[61]Kidybinski A. Bursting liability induces of coal[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1981,18(4):295-304.
[62]G.N.Feit, O.N. Malinnikova, V.S. Zykov and V.A. Rudakov. Prediction of rockburst and sudden outburst hazard on the basis of estimate of Rock-mass energy[J]. Journal of mining Science,2002,38(1):61-63.
[63]M.N.Bagde,V.Petorsa. Fatigue properties of intact sandstone samples subjected to dynamic uniaxial cyclical loading[J]. Int J.of R Mec & Mining Sci.2005,42:237-250.
[64]徐则民,吴培关,王苏达等.岩爆过程释放的能量分析[J].自然灾害学报,2003,12(3)：104-110.
[65]祝方才,宋锦泉.岩爆的力学模型及物理数值模拟述评[J].中国工程科学,2003,3：83-88.
[66]唐春安.岩石破裂过程的灾变[M].北京：煤炭工业出版社,1993.65：117-121.
[67]潘岳,王志强.岩体动力失稳的功、能增量—突变理论研究方法[J].岩石力学与工程学报,2004,23(9)：1433-1438.
[68]谢勇谋,巨能攀.浅析隧洞围岩宏微观结果与岩爆[J].中国地质灾害与防治学报,2005,16(4)：58-60.
[69]V.A.Mamsurov. Prediction of rockbursts by analysis of induced seismiciry data. Int. J.Rock Mech.Sci. 2001,38:893-901.
[70]秦跃平,姚有利,陈凤颖等.基于岩石损伤力学的深部开采岩爆机理研究[C].235-245.//深部开采基础理论与工程实践.北京：科学出版社,2006.
[71]谢和平,彭瑞东,鞠杨.岩石变形破坏过程中的能量耗散分析[J].岩石力学与工程学报,2004,23(21)：3565-3570.
[72]徐则民.长大隧道岩爆灾害研究进展[J].自然灾害学报,2004,13(2)：16-23.
[73]李四年,唐春安,王述红.深部开采岩爆机理数值分析方法与应用[J].湖北工学院学报,2003,18(1)：46-49.
[74]邵鹏,张勇,贺永年.岩爆发生的随机共振机制[J].煤炭学报,2004,29(6)：668-671.
[75]戴俊.岩石动力学特性与爆破理论[M].北京：冶金工业出版社,2002.65.
[76]Baidoe, Joseph Bermasw. Assessment of rockburst-mitigating effects of the area liners(Master of Science (Engineering)). Queen's University Kingston, Ontario, Canada,2003.
[77]陈海军,郦能惠,聂德新等.岩爆预测的人工神经网络模型[J].岩土工程学报,2002,24(2)：229-232.
[78]白明洲,王连俊,许兆义.岩爆危险性预测的神经网络模型应用研究[J].中国安全学报,2002,12(4)： 65-69.
[79]杨涛,李国维.基于先验知识的岩爆预测研究[J].岩石力学与工程学报.2000,19(4)：429431.
[80]王元汉,李卧东,李启光等.岩爆预测的模糊数学综合评判方法[J].岩石力学与工程学报,1998,17(5),493-501.
[81]E. Broch, S. Sorheim. Experiences from the Planning, Construction and Supporting of a Road Tunnel Subjected to Heavy Rockbursting[J]. Rock Mechanics and Rock Engineering.1984,17:15-35.
[82]Hoek E, Brown E T. Underground excavations in rock[M].Taylor & Francis Press,1994.
[83]徐林生.二郎山公路隧道岩爆特征与防治措施的研究[J].土木工程学报,2003,37(1)：61-64.
[84]N. Barton, R. liem, and J. Lunde, Engineering Classification of Rock Masses for the Design of Tunnel Support. Rock Mechanics and Rock engineering,1974,6:189-236.
[85]张津生,陆家佑,贾愚如.天生桥二级水电站引水隧洞岩爆研究[J].水利发电,1991,10：34-37,76.
[86]杨健、武雄.岩爆综合预测评价方法[J].岩石力学与工程学报,2005(3)：411-416
[87]J. A Wang, H.D. Park. Comprehensive prediction of rockburst based on analysis of strain energy in rocks.Tunneling and Underground Space Technology,2001,16(1):49-57
[88]Brady B. H.G..,Brown E T. 地下采矿岩石力学[M].冯树仁等译.北京：煤炭工业出版社,1990.
[89]Salamon, M. D. G. Stability, instability and design of pillar workings. International Journal of Rock Mechanics and Mining Science & Geomechanics.1970,7(6):613-631.
[90]Singh, S. P. The influence of rock properties on the occurrence and control of rockbursts. Mining Science and Technology,1987,5(1):11-18.
[91]Singh, S. P. Classification of mine workings according to their rockburst proneness. Mining Science and Technology,1989,8(3):253-262.
[92]马春德.一维动静组合加载下岩石力学特性的试验研究[硕士学位论文].长沙：中南大学,2004.
[93]Li X, Ma C. Experimental study of dynamic response and failure behavior of rock under coupled static-dynamic loading[A].In:Aoki O ed. Proceedings of the ISRM International Symposium 3rd ARMS[C],891-895. Rotterdam:Mill Press,2004.
[94]Pettitt,WS, King MS. Acoustic emission and velocities associated with the formation of sets of parallel fractures in sandstones. International journal of Rock Mechanics and Mining Sciences,2004,41(Suppl.1): 1-6.
[95]S.H.Cho,Y.Ogata,K.Kaneko. A method for estimating the strength properties of a granitic rock subjected to dynamic loading. International Journal of Rock Mechanics & Mining Sciences,2005,42:561-568.
[96]冯涛,王文星,潘长良.岩石应力松弛试验及两类岩爆研究[J].湘潭矿业学院学报,2000,15(1)：27-31.
[97]张艳博,徐东强.岩爆在不同岩石中的模拟实验[J].河北理工学院学报,2002,24(4)：8-11.
[98]左宇军,李夕兵,唐春安.受静载荷的岩石在周期载荷作用下破坏的试验研究[J].岩土力学,2007,28(5)：927-932.
[99]Steif, Paul S. Crack extension under compressive loading. Engineering Fracture Mechanics.1984,20(3): 463-473.
[100]Barquins, M.Petit, J. P. Kinetic instabilities during the propagation of a branch crack:effects of loading conditions and internal pressure. Journal of Structural Geology.1992,14(8-9):893-903.
[101]徐林生.卸荷状态下岩爆岩石力学试验[J].重庆交通学院学报,2003,22(1)：01-04.
[102]尤明庆.岩石试样的强度及变形破坏过程[M].北京：地质出版社,2000.71
[103]葛修润.岩土损伤宏细观试验研究[M].北京：科学出版社,2004.
[104]王贤能.深埋隧道工程水、热、力作用的基本原理及其灾害地质效应研究[博士学位论文][D].成都：成都理工学院,1998.
[105]K.H. Hofer Thoma, K. Triaxial tests on salt rocks. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.1968,5(2):195-196.
[106]Nemat-Nasser, S. Horii, H. Rock failure in compression.1984. International Journal of Engineering Science.1984,22(8-10):999-1011.
[107]许东俊,章光,李延芥等.岩爆应力状态研究[J].岩石力学与工程学报,2000,19(2)：169-172.
[108]丁向东,吴继敏,康政虹.优势面在岩爆发生预测中的作用[J].西部探矿工程,2003,82(3)：169-171.
[109]侯发亮.岩爆的真三轴试验研究[C].第四界全国岩石动力学学术大会论文集,201-207.成都,1994.
[110]许迎年,徐文胜,王元汉等.岩爆模拟试验及岩爆机理研究[J].岩石力学与工程学报,2002(10)：1462-1466.
[111]李连贵,徐文胜,许迎年等.岩爆模拟材料研制及模拟试验分析[J].华中科技大学学报,2001,06：80-82.
[112]Nemat N S, Horri H, Compression-induced nonplanar crack extention with application to splitting explotion and rockburst[J]. J. Geophys. Res.,1982, B87:6805-6821.
[113]Dyskin A.V,Germanovich L. N. Model of rockburst caused by cracks growing near free surface. Rockbursts and Seismmicity in Mines, Young(ed).1993, Balkma:169-174.
[114]陶振宇.若干电站地下工程建设中的岩爆问题[J].水利发电,1988(7)：40-45.
[115]于广明,邵军.构造应力对岩土工程损害及防护研究[J].中国地质灾害与防治学报,1999,10(1)：7-13.
[116]吴德成,邢长征.北票台吉急倾斜水采面坚硬顶板断裂的数值模拟研究[J].辽宁工程技术大学学报(自然科学版),1996,15(3)：365-367.
[117]李信,杨建民,刘文新.南桐煤矿岩爆发生原因分析[J].矿业安全与环保,1985,2：27-32.
[118]何唐镰,赵斌.南桐矿区岩爆实用防治技术研究[J].西安矿业学院学报,1994,14(4)：324-331.
[119]张永利,李忠华,陈德怀.北京大台井深部岩巷岩爆发生条件及影响因素[J].中国地质灾害与防治学报,2006,17(3)：84-86.
[120]李忠华,张永利,孙可明.大台井深部岩巷岩爆发生机理与预测措施研究[J].岩土力学,2003,24(增)：630-632.
[121]左文智.北京西山地区地应力场特征及地质灾害关系研究[J].北京地质,1997,(4)：1-8.
[122]王庆阳,张德利,李国宏.冲击地压的发生与防治[J].煤矿安全,2002,33(7)：9-11.
[123]单治钢.锦屏二级水电站引水隧洞岩爆初步分析[C].第3届全国岩石动力学学术会议,523-537.桂林,1992.
[124]邹成杰.天生桥二级水电站引水发电隧洞岩爆烈度与分级的研究[J].红水河,1996,15(3)：46-48.
[125]史红光.二滩水电站左岸导流洞岩爆分析[J].水电站设计,1995,11(1)：35-40.
[126]安其美,丁立丰,王海忠.福建周宁水电站水压致裂地应力测量及其应用[J].岩土力学,2004,25(10)：1672-1676.
[127]韦传恩.周宁水电站地下厂房围岩稳定性研究[J].引进与咨询,2006(1)：65-66.
[128]吴勇.福堂水电站引水隧洞防治岩爆的施工技术[J].水电站设计,2006,22(1)：68-71.
[129]汪波,何川.苍岭隧道施工中岩爆理论预测研究[J].公路隧道,2007,2(总58)：1-4.
[130]汪波,何川,吴德兴等.基于岩爆破坏形迹修正隧道区地应力及岩爆预测的研究[J].岩石力学与工程学报,2007,26(4)：811-817.
[131]汪琦,唐义彬,李忠.浙江苍岭隧道工程地质特征分析与岩爆措施研究[J].工程地质学报,2004(2)：276-280.
[132]郭志强.秦岭终南山特长公路隧道岩爆特征与施工对策[J].现代隧道技术,2003,40(6)：58-62.
[133]李科.都汶公路福堂坝隧道岩爆及其防治[J].路基工程,2006,124(1)：123-125.
[134]郝健.复杂地质条件下超大型调压井开挖围岩稳定性分析[硕士学位论文].重庆：四川大学,2006.
[135]徐林生,王兰生,徐进,孙宗远.二朗山公路隧道岩体地应力测试研究[J].华东公路,2002,1(总134)：63-65.
[136]徐林生.地下工程岩爆发生条件研究[J].重庆交通学院学报,2005,24(3)：31-34.
[137]薛奕忠.冬瓜山铜矿床开采过程中岩爆问题的探讨[J].中国矿山工程,2005,34(5)：1-3.
[138]王军强 崟鑫金矿岩爆与发生机理初探[J].矿山压力与顶板管理,2005,(4)：121-122,124.
[139]唐绍辉,吴壮军,陈向华.地下深井岩爆矿山岩爆发生规律及形成机理研究[J].岩石力学与工程学报,2003,22(8)：1250-1254.
[140]徐增和,李宏,徐曙明.矿井岩爆及其失稳理论[J].中国安全科学学报,1996,6(5)：9-14.
[141]唐绍辉,陈向华.某深井矿山岩爆特征与成因研究[C].第七次全国岩石力学与工程学术大会论文集,624-628.中国,西安,2002.
[142]陈宗基.岩爆的工程实录、理论与控制[J].岩石力学与工程学报,1987,6(1)：1-18.
[143]张如琯.岩爆现象[J].煤炭科学技术,1981,6：40-42.
[144]周萍.岩爆预测及影响因素的分析[J].红水河,2004,23(1)：71-74.
[145]周春宏.某水电站长探洞的岩爆特征[J].地质灾害与环境保护,2006,1(17)：78-81.
[146]罗贻岭.对隧道岩爆现象的一些认识[J].力学与实践,1980,4：45-47.
[147]万姜林,洪开荣.太平驿水电站引水隧洞的岩爆及其防治[C].中国土木工程学会隧道及地下工程学会第八届年会论文集,223-232.中国,河南洛阳,1994.
[148]G.Pennacchioni. G.DiToro. P.Brack, L.Menegon. and I.M.Villa. Brittle-ductile-brittle deformation during cooling of tonalite. Tectonophysics,2006,427:171-197.
[149]徐松林,吴文,王广印等.大理岩等围压三轴压缩全过程研究I：峰前和峰后卸围压全过程实验.岩石力学与工程学报,2001,20(6)：763-767.
[150]周宏伟,谢和平,左建平.深部高地应力下岩石力学行为研究进展[J].力学进展,2005,35(1)：91-99.
[151]张黎明.复杂加卸荷岩石破坏机理及应用研究[硕士毕业论文].青岛：青岛理工大学,2004.
[152]徐怀忠,尹祥础,夏蒙棼等.地震临界点理论的实验研究[J].地震学报,2004,26,Supp：122-130.
[153]刘波,杨仁树,郭东明等.孙村煤矿-1100m水平深部煤岩冲击倾向性组合试验研究[J].岩石力学与工程学报,2004,23(14)：2402-2408.
[154]杨明纬.声发射技术[M].北京：机械工业出版社,2005.
[155]Kishinoue F. An experiment on the progression of fracture (A preliminary report). Jisin 6:24-31(1934) translated and published by Ono K, Jounrnal of acoustic emission,1990,9(3):177-180.
[156]Obert L and Duvall W. The microseismic method of predicting rock failure in underground mining, Part II: Laboratory experiments. Report of investigations 3803,1945. U.S.Bureau of Mines, Washington D.C.
[157]Mogi K. Study of the elastic shocks caused by the fracture of heterogeneous materials and its relation to earthquake phenomena. Bull Earthquake Res Inst.1962,40:125-173.
[158]Philip M Benson, Sergio Vinciguerra, Philip G M eredith, R Paul Young. Laboratory Simulation of Volcano Seismicity. Science,2008,322:249-252.
[159]殷政钢,唐礼忠,李岳.岩石的声发射对比试验研究[J].矿山压力与顶板管理,2005,2：95-99.
[160]付小敏.典型岩石单轴压缩变形及声发射特性试验研究[J].成都理工大学学报(自然科学版),2005,32(1)：17-21.
[161]江进辉,郭琴玲,周创兵等.大理岩受压声发射研究[J].中国农村水利水电,2005,11：72-74.
[162]陈景涛,冯夏庭.高地应力下岩石的真三轴试验研究[J].岩石力学与工程学报,2006,25(8)：1537-1543.
[163]杨键,王连俊.岩爆机理声发射试验研究[J].岩石力学与工程学报,2005,24(20)：3796-3802.
[164]Christian U. Grosse and Masayasu Ohtsu. Acoustic emission testing.[M]. Springer Berlin Heidelberg, Germany,2008.
[165]赵兴东.基于声发射监测纪应力场分析的岩石失稳机理研究[博士学位论文][D].沈阳：东北大学,2006.
[166]纪洪广.混凝土材料声发射性能研究与应用[M].北京：煤炭工业出版社,2004.
[167]邹银辉.煤岩声发射机理初探[J].矿业安全与环保,2004,31(1)：31-34.
[168]Kaiser J. A study of acoustic phenomeain tensile tests. Ph.D.Dissertation, Thechnische Hochschule Muechen, FRG,1950.
[169]AE Testing Fundamentals, Equipment, Applications. Dipl.lng.Hartmut Vallen, Vallen-Systeme GmbH lcking(Munich),Germany. Web:http://www.vallen.de.
[170]秦四清.岩石声发射技术的研究与应用[博士学位论文][D].沈阳：东北大学,1992.
[171]苏先基,励争.固体力学动态测试技术[M].北京：高等教育出版社,1997.
[172][美]J.L.罗斯.固体中的超声波.吴斌,王秀彦译.北京：科学出版社.2004.
[173]杜世通.地震波动力学[M].山东,东营：石油大学出版社,1996.
[174][波].Slawomir jerzy Gibowicz and Andrzej Kijko,修济刚,徐平,杨心平译.北京：地震出版社,1998.
[175]宋守坚.固体介质中的应力波[M].北京：煤炭工业出版社,1989.
[176]A. Carpinteri, G Lacidogna, N. Pugno. Structural damage diagnosis and life-time assesment by acoustic emission monitoring. Engineering Fracture Mechanics,2007,74:273-289.
[177]张玲华,郑宝玉.随机信号处理[M].北京：清华大学出版社,2003.
[178]葛哲学,陈仲生.MatLab时频分析技术及其应用[M].北京：人民邮电出版社,2006.
[179]谢和平.分形-岩石力学导论[M].北京：科学出版社,1996.
[180]钟群鹏,赵子华.断口学[M].北京：高等教育出版社,2005.
[181]Montoto, M., Suarez del rio, L.M., Khair, A.W. and Hardy, JR, H.R. AE in uniaxially loaded granitic rocks in relation to their petrographic character. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany.pp83-100.
[182]P. Ganne, A. Vervoort, M. Wevers. Quantification of pre-peak brittle damage:Correlation between acoustic emission and observed micro-fracturing. International Journal of Rock Mechanics and Mining Sciences,2007,44:720-729.
[183]Yoshiji Niwa, Shoichi Kobayashi, and Masayasu Ohtsu. Source mechanisms and wave motions of acoustic emisssion in rock-like materials. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp101-115.
[184]S.-H. Chang, C.-I. Lee. Estimation of cracking and damage mechanisms in rock under triaxial compression by moment tensor analysis of acoustic emission.International Journal of Rock Mechanics & Mining Sciences,2004,41:1069-1086.
[185]T.Backers, S.Stanchits, GDresen. Tensile fracture propagation and acoustic emission activity in sandstone: the effect of loading rate. International Journal of Rock Mechanics & Mining Sciences,2005,42: 1094-1101.
[186]Shiotani, Ohstu, and Ikeda. Detection and evalution of AE waves due to rock deformation. Constructure and building materials.2001,15:235-246.
[187]Sondergeld, Granryd, and Estey. Acoustic emissions during compression testing. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp131-145.
[188]Reymond, Clergeot, Lumeau, and Perrot. Acoustic emission in coal and masonry tunnels. Third Conference on Acoustic Emission/Microseismic Activity in Geologic Structures and Materials-The Pennsylvania State University, October 5-7,1981. Copyright(?)1984 by Trans Tech Publications, Clausthal, Germany. Pp117-130.
[189]Achenbach JD. Wave progatation in elastic solids. Amsterdam:the North-Holland,1973.
[190]尹光志,鲜学福,代高飞.岩石非线性动力学理论及其应用[M].重庆：重庆大学出版社,2004.
[191]I. Dlouhy,B.Strnadel. The effect of crack propagation mechanism on the fractal dimension of fracture surface in steels. Engineering fracture mechanics.2008,75:726-738.
[192][日].高安秀树.沈步明,常子文译.分数维[M].北京：地震出版社,1989.
[193][英].Kenneth Falconer.曾文曲译.分形几何数学基础及其应用(第2版)[M].北京：人民邮电出版社,2007.
[194]胡柳青,李夕兵,赵伏军.冲击荷载作用下岩石破裂损伤的耗能规律[J].岩石力学与工程学报,2002,21(增2)：2304-2308.
[195]王利,高谦.基于损伤能量耗散的岩体块度分布预测[J].岩石力学与工程学报,2007,26(6)：1202-1211.
[196]邓涛,杨林德,韩文峰.加载方式对大理岩碎块分布影响的试验研究[J].同济大学学报(自然科学版),2007,35(1)：10-14.
[197]卓越,良绍,张善德.矿物岩石学[M].北京：煤炭工业出版社,1994.
[198]陆栋,蒋平,徐至中.固体物理学[M].上海：上海科学技术出版社,2003.
[199]孙叶,谭成轩.中国现今区域构造应力场与地壳运动趋势分析[J].地质力学学报,1995,1(3)：3-10.
[200]陈彭年,陈宏德,高莉青.世界地应力实测资料汇编[M].北京：地震出版社,1990.
[201]Hani, S.Mitri. Mumerical procedure for the evaluation of distress blasting in hard rock mining. Numerical Modelling of Ground Burst Problems-NARMS Workshop,1996, pp.5-1-49.
[202]王耀辉,陈莉雯,沈峰.岩爆破坏过程能量释放的数值模拟[J].岩土力学,2008,29(3)：790-794.
[203]陆家佑.岩爆数值模拟与预测[C].第3届全国岩石动力学学术会议论文集,436-447.桂林,1992.
[204]Tannant, D.D., McDowell, G.M., Brummer, R.K., and Kaiser, P.K. Ejection velocities measured during a rockburst simulation experiment. Proceedings of the International Conference on Rockburst and Seismicity in Mines(Balkema Publishing, Rotterdam, Netherlands),1993,pp.129-133.
[205]王敏强,侯发亮.板状破坏的岩体岩爆判别的一种方法[J].岩土力学,1993,14(3)：53-60.
[206]冯涛.岩爆机理与防治理论及应用研究[博士学位论文][D].长沙：中南大学,1999.
[207]Carl E. Renshaw, Erland M. Schulson. Universal behaviour in compressive failure of brittle materials. Nature,2001,412:897-900.
[208]L.N.Germanovich, R. L. Salganik, A. V. Dyskin and K. K. Lee. Mechanisms of Brittle Fracture of Rock with Pre-existing Cracks in Compression. PAGEOPH,1994,143(1-3):117-149.
[209]A. V. Dyskin, L.N.Germanovich and K.B.Ustinov. Asymptotic analysis of crack interaction with free boundary. International Journal of Solids and Structures,2000,37:857-886.
[210]A. V. Dyskin and L.N.Germanovich. Rockburst model based on cracks growing near free surface. In Rockbursts and Seimicing in Mines, Vol.93(ed. Young, R.P.) Proc.3rd Internat. Symp.,(Kingston, Ontario, Canada 1993a) pp.167-173.
[211]Rosakis AJ, Samudrala O, Coker D. Cracks faster than shear wave speed. Science,1999,284:1337-1440.
[212]谭以安.岩爆特征及岩体结构效应[J].中国科学,B辑.1991,9：985-991.
[213]范天佑.断裂动力学原理与应用[M].北京：北京理工大学出版社,2006.
[214]高峰,谢和平,赵鹏.岩石块度分布的分形性质及细观结构效应[J].岩石力学与工程学报,1994,13(3)：240-246.