动静载荷耦合作用下岩石破坏过程研究现状
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摘要
动静载荷耦合作用下岩石破坏过程研究是深部开采等相关岩土工程的应用基础性研究课题.本文对动静载荷耦合作用下岩石破坏过程研究现状进行了分析,并对该领域今后的研究方向进行了探讨.
Study on failure process of rock under static-dynamic loading is a basic research problem on application to related geotechnical engineering such as deep mining.In this paper,status of research on failure process of rock under static-dynamic loading is analyzed,and the direction of this domain is discussed.
Study on failure process of rock under static-dynamic loading is a basic research problem on application to related geotechnical engineering such as deep mining.In this paper,status of research on failure process of rock under static-dynamic loading is analyzed,and the direction of this domain is discussed.
引文
[1]左宇军.动静组合加载下的岩石破坏特性研究[D].长沙:中南大学,2005.
[2]蔡美峰,何满潮,刘东燕,等.岩石力学与工程[M].北京:科学出版社,2004.
[3]姜耀东,赵毅鑫,宋彦琦,等.放炮震动诱发煤矿巷道动力失稳机理分析[J].岩石力学与工程学报,2005,24(17):3131-3136.
[4]ZUO Y,LI X,ZHOUZ.Determination of ejection velocity of rock fragments during rock burst under consideration of damage[J].Journal of Central South University of Technology,2005,12(5):618-622.
[5]冯涛,潘长良.洞室岩爆机理的层裂屈曲模型[J].中国有色金属学报,2000,10(2):287-290.
[6]DYSKIN A V,GERMANOVICHL N.Model of rockburst caused by cracks growing near free surface[C]//Rockbursts andSeismicity in Mines,Rotterdam:Balkema,1993:169-174.
[7]肖正学,张志呈,李端明.初始应力场对爆破效果的影响[J].煤炭学报,1996,21(5):497-501.
[8]陈红旗,黄润秋,彭建兵.工程场地地震地裂灾害评价及其防治[J].岩土工程学报,2003,25(5):574-577.
[9]李夕兵,古德生.岩石冲击动力学[M].长沙:中南工业大学出版社,1994.
[10]黄承贤,宋大卫.在围压下岩石弹性波速的研究[J].岩土工程学报,1991,13(2):32-41.
[11]DYSKIN A V.On the role of stress fluctuations in brittle fracture[J].Int.J.Fracture,1999,100:29-53.
[12]LI X,MA C.Experimental study of dynamic response and failure behavior of rock under coupled static-dynamic loading:proceedings of the ISRM International Symposium 3rd ARMS[C].Ohnishio Aoki(eds).Rotterdam:Mill Press,2004:891-895.
[13]WONG R HC,CHAUK T,TANG C,et al.Analysis of crack coalescence in rock-like materials containing three flaws--Part I:experimental approach[J].International Journal of Rock Mechanics&Mining Sciences,2001,(38):909-924.
[14]尚嘉兰,孔常静,李廷芥,等.岩石细观损伤破坏的观测研究[J].实验力学,1999,14(3):373-383.
[15]谢和平,陈至达.分形(fractal)几何与岩石断裂[J].力学学报,1988,20(3):264-271.
[16]黄理兴.动荷载作用下岩石裂纹的扩展与控制[J].水利学报,1988,(1):53-58.
[17]李宁,张平,陈蕴生.裂隙岩体试验研究进展与思考[G]//中国岩石力学与工程学会.中国岩石力学与工程学会第七次学术大会论文集.北京:中国科学技术出版社,2002:63-69.
[18]BOBET A.Modeling of crack initiation,propagation and coalescence in uniaxial compression[J].Rock Mech.RockEng.,2000,33(2):119-139.
[19]WONG R HC,LINP,CHAUKT,et al.The effects of confining compression on fracture coalescence in rock-like material[J].Key Engineer Material,2000(183-187):857-862.
[20]SAHOURYEH E,DYSKIN A V,GERMANOVICH L N.Crack growth under biaxial compression[J].Eng.FractureMech.,2002,69(18):2187-2198.
[21]DYSKIN A V,SAHOURYEHE,JEWELL R J,et al.Influence of shape and location of initial 3-D cracks on their growthin uniaxial compression[J].Eng.Fracture Mech.,2003,70(15):2115-2136.
[22]LI N,CHEN W,ZHANG P,et al.The mechanical properties and a fatigue-damage model for jointed rock masses subjec-ted to dynamic cyclical loading[J].Int.J.Rock Mech.Min.Sci.,2001,38(7):1071-1079.
[23]李海波.花岗岩材料在动态压应力作用下力学特性的实验和模型研究[J].岩石力学与工程学报,2001,(1):136.
[24]张平,李宁,贺若兰,等.动载下3条断续裂隙岩样的裂缝贯通机制[J].岩土力学,2006,27(9):1457-1464.
[25]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.
[26]谢源,刘庆林.附加载荷下介质爆破特性的全息动光弹试验研究[J].工程爆破,2000,6(2):11-15.
[27]谢源.高应力条件下岩石爆破裂纹扩展规律的模拟研究[J].湖南有色金属,2002,18(4):1-3.
[28]高全臣,赫建明,冯贵文,等.高应力岩巷的控制爆破机理与技术[J].爆破,2003,20(增刊):52-55.
[29]梁庆国,韩文峰,谌文武,等.岩体地震动力破坏问题研究[J].岩石力学与工程学报,2003,22(增2):2783-2788.
[30]龚敏,于亚伦.全息干涉与动力光弹法结合进行相信炮孔动态应力场的定量分析[C]//工程爆破文集(五).1997:39-42.
[31]丁希平.深孔台阶爆破应力场及若干设计参数的数值分析研究[D].北京:铁道部科学研究院,2001.
[32]黄政华,左廷英,吴晓梦.高台阶爆破过程的高速摄影观测[J].矿冶工程,1997,17(4):1-5.
[33]刘晓东,孙海兰,肖旺新.图像处理技术在断裂控制爆破高速摄影的应用[J].矿业安全与环保,2004,31(4):17-19.
[34]李应平.微震分析水压致裂的破裂过程[J].地震学报,1996,18(3):292-300.
[35]HOUSE L.Locating micro-earth quakes induced by hydraulic fracturing in crystalline rock[J].Geophysics Res.Lett.,1987,14:919-921.
[36]BLOCK L V,CHENG C H,FEHLER MC,et al.Seismic imaging using micro-earthquakes induced by hydraulic fractu-ring[J].Geophysics,1994,59:102-112.
[37]范天佑.断裂动力学引论[M].北京:北京理工大学出版社,1990.
[38]赵亚溥.裂纹动态起始问题的研究进展[J].力学进展,1996,26(3):362-378.
[39]李贺,尹光志,徐江.岩石断裂力学[M].重庆:重庆大学出版社,1988.
[40]魏庆同,郎福元,赵邦戟.I型裂纹的扩展方向及其稳定性[J].兰州理工大学学报,1986,12(3):51-55.
[41]秦四清,李造鼎,林韵梅.低脆性岩石声发射与断裂力学的理论研究[J].应用声学,1991,10(4):20-25.
[42]中国岩石力学与工程学会岩石动力学专委会.第五届全国岩石动力学学术会议论文选集[J].岩石力学与工程学报,1996,15(增):4l7-622.
[43]赵邦戟,魏庆同,郎福元,等.裂纹技术的基本原理与应用研究进展[J].力学进展,1988,18(3):343-352.
[44]韦尧兵,龚俊,郎福元.断裂力学逆问题及应力法剪切的几个问题[J].甘肃工业大学学报,1996,22(4):86-89.
[45]于骁中,谯常忻,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,1988.
[46]徐则民,黄润秋,罗杏春,等.静荷载理论在岩爆研究中的局限性及岩爆岩石动力学机理的初步分析[J].岩石力学与工程学报,2003,22(8):1255-1262.
[47]章梦涛,徐曾和,潘一山.冲击地压与突出的统一失稳理论[J].煤炭学报,1991,16(4):48-53.
[48]唐春安.脆性材料破坏过程数值试验[J].力学与实践,1999,2(1):21-24.
[49]邹定祥.计算露天矿台阶爆破块度分布的三维数学模型[J].爆炸与冲击,1984,4(3):48-59.
[50]TANG C.Numerical simulation on progressive failure leading to collapse and associated seismicity[J].Int.J.Rock Mech.&Min.Sci.,1997,34(2):249-262.
[51]LIANG Z,TANG C,LI H,et al.Numerical simulation of the 3D failure process in heterogeneous rocks[J].InternationalJournal of Rock Mechanics&Mining Sciences,2003,41(3):419.
[52]ZHU W,TANG C.Numerical simulation of brazilian disk rock failure under static and dynamic loading[J].InternationalJournal of Rock Mechanics and Mining Sciences,2006,43(2):236-252.
[53]张永彬,唐春安,梁正召,等.岩石破裂过程分析系统并行计算分析方法研究[J].岩石力学与工程学报,2006,25(9):1795-1801.
[2]蔡美峰,何满潮,刘东燕,等.岩石力学与工程[M].北京:科学出版社,2004.
[3]姜耀东,赵毅鑫,宋彦琦,等.放炮震动诱发煤矿巷道动力失稳机理分析[J].岩石力学与工程学报,2005,24(17):3131-3136.
[4]ZUO Y,LI X,ZHOUZ.Determination of ejection velocity of rock fragments during rock burst under consideration of damage[J].Journal of Central South University of Technology,2005,12(5):618-622.
[5]冯涛,潘长良.洞室岩爆机理的层裂屈曲模型[J].中国有色金属学报,2000,10(2):287-290.
[6]DYSKIN A V,GERMANOVICHL N.Model of rockburst caused by cracks growing near free surface[C]//Rockbursts andSeismicity in Mines,Rotterdam:Balkema,1993:169-174.
[7]肖正学,张志呈,李端明.初始应力场对爆破效果的影响[J].煤炭学报,1996,21(5):497-501.
[8]陈红旗,黄润秋,彭建兵.工程场地地震地裂灾害评价及其防治[J].岩土工程学报,2003,25(5):574-577.
[9]李夕兵,古德生.岩石冲击动力学[M].长沙:中南工业大学出版社,1994.
[10]黄承贤,宋大卫.在围压下岩石弹性波速的研究[J].岩土工程学报,1991,13(2):32-41.
[11]DYSKIN A V.On the role of stress fluctuations in brittle fracture[J].Int.J.Fracture,1999,100:29-53.
[12]LI X,MA C.Experimental study of dynamic response and failure behavior of rock under coupled static-dynamic loading:proceedings of the ISRM International Symposium 3rd ARMS[C].Ohnishio Aoki(eds).Rotterdam:Mill Press,2004:891-895.
[13]WONG R HC,CHAUK T,TANG C,et al.Analysis of crack coalescence in rock-like materials containing three flaws--Part I:experimental approach[J].International Journal of Rock Mechanics&Mining Sciences,2001,(38):909-924.
[14]尚嘉兰,孔常静,李廷芥,等.岩石细观损伤破坏的观测研究[J].实验力学,1999,14(3):373-383.
[15]谢和平,陈至达.分形(fractal)几何与岩石断裂[J].力学学报,1988,20(3):264-271.
[16]黄理兴.动荷载作用下岩石裂纹的扩展与控制[J].水利学报,1988,(1):53-58.
[17]李宁,张平,陈蕴生.裂隙岩体试验研究进展与思考[G]//中国岩石力学与工程学会.中国岩石力学与工程学会第七次学术大会论文集.北京:中国科学技术出版社,2002:63-69.
[18]BOBET A.Modeling of crack initiation,propagation and coalescence in uniaxial compression[J].Rock Mech.RockEng.,2000,33(2):119-139.
[19]WONG R HC,LINP,CHAUKT,et al.The effects of confining compression on fracture coalescence in rock-like material[J].Key Engineer Material,2000(183-187):857-862.
[20]SAHOURYEH E,DYSKIN A V,GERMANOVICH L N.Crack growth under biaxial compression[J].Eng.FractureMech.,2002,69(18):2187-2198.
[21]DYSKIN A V,SAHOURYEHE,JEWELL R J,et al.Influence of shape and location of initial 3-D cracks on their growthin uniaxial compression[J].Eng.Fracture Mech.,2003,70(15):2115-2136.
[22]LI N,CHEN W,ZHANG P,et al.The mechanical properties and a fatigue-damage model for jointed rock masses subjec-ted to dynamic cyclical loading[J].Int.J.Rock Mech.Min.Sci.,2001,38(7):1071-1079.
[23]李海波.花岗岩材料在动态压应力作用下力学特性的实验和模型研究[J].岩石力学与工程学报,2001,(1):136.
[24]张平,李宁,贺若兰,等.动载下3条断续裂隙岩样的裂缝贯通机制[J].岩土力学,2006,27(9):1457-1464.
[25]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.
[26]谢源,刘庆林.附加载荷下介质爆破特性的全息动光弹试验研究[J].工程爆破,2000,6(2):11-15.
[27]谢源.高应力条件下岩石爆破裂纹扩展规律的模拟研究[J].湖南有色金属,2002,18(4):1-3.
[28]高全臣,赫建明,冯贵文,等.高应力岩巷的控制爆破机理与技术[J].爆破,2003,20(增刊):52-55.
[29]梁庆国,韩文峰,谌文武,等.岩体地震动力破坏问题研究[J].岩石力学与工程学报,2003,22(增2):2783-2788.
[30]龚敏,于亚伦.全息干涉与动力光弹法结合进行相信炮孔动态应力场的定量分析[C]//工程爆破文集(五).1997:39-42.
[31]丁希平.深孔台阶爆破应力场及若干设计参数的数值分析研究[D].北京:铁道部科学研究院,2001.
[32]黄政华,左廷英,吴晓梦.高台阶爆破过程的高速摄影观测[J].矿冶工程,1997,17(4):1-5.
[33]刘晓东,孙海兰,肖旺新.图像处理技术在断裂控制爆破高速摄影的应用[J].矿业安全与环保,2004,31(4):17-19.
[34]李应平.微震分析水压致裂的破裂过程[J].地震学报,1996,18(3):292-300.
[35]HOUSE L.Locating micro-earth quakes induced by hydraulic fracturing in crystalline rock[J].Geophysics Res.Lett.,1987,14:919-921.
[36]BLOCK L V,CHENG C H,FEHLER MC,et al.Seismic imaging using micro-earthquakes induced by hydraulic fractu-ring[J].Geophysics,1994,59:102-112.
[37]范天佑.断裂动力学引论[M].北京:北京理工大学出版社,1990.
[38]赵亚溥.裂纹动态起始问题的研究进展[J].力学进展,1996,26(3):362-378.
[39]李贺,尹光志,徐江.岩石断裂力学[M].重庆:重庆大学出版社,1988.
[40]魏庆同,郎福元,赵邦戟.I型裂纹的扩展方向及其稳定性[J].兰州理工大学学报,1986,12(3):51-55.
[41]秦四清,李造鼎,林韵梅.低脆性岩石声发射与断裂力学的理论研究[J].应用声学,1991,10(4):20-25.
[42]中国岩石力学与工程学会岩石动力学专委会.第五届全国岩石动力学学术会议论文选集[J].岩石力学与工程学报,1996,15(增):4l7-622.
[43]赵邦戟,魏庆同,郎福元,等.裂纹技术的基本原理与应用研究进展[J].力学进展,1988,18(3):343-352.
[44]韦尧兵,龚俊,郎福元.断裂力学逆问题及应力法剪切的几个问题[J].甘肃工业大学学报,1996,22(4):86-89.
[45]于骁中,谯常忻,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,1988.
[46]徐则民,黄润秋,罗杏春,等.静荷载理论在岩爆研究中的局限性及岩爆岩石动力学机理的初步分析[J].岩石力学与工程学报,2003,22(8):1255-1262.
[47]章梦涛,徐曾和,潘一山.冲击地压与突出的统一失稳理论[J].煤炭学报,1991,16(4):48-53.
[48]唐春安.脆性材料破坏过程数值试验[J].力学与实践,1999,2(1):21-24.
[49]邹定祥.计算露天矿台阶爆破块度分布的三维数学模型[J].爆炸与冲击,1984,4(3):48-59.
[50]TANG C.Numerical simulation on progressive failure leading to collapse and associated seismicity[J].Int.J.Rock Mech.&Min.Sci.,1997,34(2):249-262.
[51]LIANG Z,TANG C,LI H,et al.Numerical simulation of the 3D failure process in heterogeneous rocks[J].InternationalJournal of Rock Mechanics&Mining Sciences,2003,41(3):419.
[52]ZHU W,TANG C.Numerical simulation of brazilian disk rock failure under static and dynamic loading[J].InternationalJournal of Rock Mechanics and Mining Sciences,2006,43(2):236-252.
[53]张永彬,唐春安,梁正召,等.岩石破裂过程分析系统并行计算分析方法研究[J].岩石力学与工程学报,2006,25(9):1795-1801.
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