基于围岩累积损伤效应的大断面隧道施工参数优化研究
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摘要
爆破以其经济、高效、快捷的特点广泛应用于地下岩体工程的开挖中,然而岩体中爆炸在造成爆区岩体破碎、剥离的同时,不可避免的也造成近区岩体的扰动、损伤,中远区岩体的振动等危害。岩体的损伤效应在多次频繁爆破作业的情况下更为突出,如大断面隧洞双侧壁导坑法开挖时围岩发生的累积损伤。损伤岩体的力学性能劣化,强度降低、完整性变差,从而对岩体的安全稳定造成威胁。因此,多次爆炸动荷载作用下岩体的累积损伤特征进而采取合理的控制方式是工程中关注的中心问题之一,在国内外爆破和岩石力学领域受到越来越多的关注。
本文依托大帽山大断面小净距隧道群,开展爆破振动、声波波速和围岩内部围岩的现场监控量测工作。研究表明：推进式往复爆破作业的双侧壁导坑法开挖的隧道必然导致围岩产生一定程度的损伤、破坏,尤其是小净距隧道间的中夹岩岩墙。任一固定断面上,在整个推进式往复的爆破过程中与爆源越近,损伤度和位移量越大,越远越小。
双侧壁导坑法开挖的大断面隧道,控制岩体的损伤程度和损伤范围是相互矛盾的。所以工程实践中,应根据实际工程的特点和围岩的特性,开展相关的研究工作来确定最优的施工方案。
双侧壁导坑法开挖的大断面隧道,任一固定断面上围岩的累积损伤是爆炸损伤和在此基础上叠加的振动损伤两部分组成。其演化过程是,在Ⅰ导洞逐渐接近断面时围岩发生爆炸损伤,并且与断面齐平的单次爆破导致的损伤增量远大于其它几次的损伤增量,围岩的累积损伤范围由与其齐平的单次爆破决定。振动损伤又包括变形损伤和岩体的疲劳损伤,变形损伤在开挖轮廓线附近的围岩中占主导地位。
通过DYNA、UDEC软件实现的爆炸动荷载、各向异性岩体爆炸损伤模型,可以较好地模拟推进式往复爆炸动荷载作用下围岩的累积损伤范围。根据此计算模型,综合考虑既有隧道的安全状况、新建隧道施工、支护参数和成本等因素,提出优化后的单循环开挖进尺是1.2m。
从围岩位移和结构应力的现场监测结果可以看出,大帽山隧道优化后的1.2m单循环开挖进尺开挖时,现有的施工工艺和支护参数是可行的,围岩变形可控,基本稳定,支护结构受力普遍较小,尽管施工工序复杂,但可以确保围岩的稳定。
Zhang Guohua (Engineering Mechanics) Directed by Prof. Liu Minggui
Blasting, as an economical efficient shortcut method in rock mass engeneering excavation, has been widely used more and more. Yet blasting construction of Small clear distance tunnel not only causes rock mass crashed and peeled in blasting area, but also inevitably causes damage to nearby rock mass and vibration in moderate or remote areas as well. It is more outstanding to damage effect of rock mass in repeated frequently blasting operations. For example, accumulative damage of surrounding rock is significant in tunnel with large section excavating with two side-wall pilot tunnel method. damaged rock mass will threaten the security and stability of the rock mass due to inferior mechanics function, weaker rock strength and worse integrality. Character of rock mass accumulative damage in repeated blasting dynamic load and the control damage have always been one of the key techniques during construction, and is also a great concernin blasting and rock mechanics at home and abroad.
Damaoshan tunnel with large section and small clear-distance is relied on in this paper, the on-site supervision measure of internal displacements of surrounding rock, blasting vibration velocity, acoustic wave velocity of rock mass are carried out. It was shown that the surrounding rock of the tunnel constructed by double side-wall heading excavation method would unavoidably be damaged in a certain degree because of repeating blasting, especially the interlaid rock wall in tunnel groups with closely-spaced. The more near the explosion source, the more big the extent of the damage degree and the displacement amount of the surrounding rocks, the more far the explosion source, the more small in advancing to-and-fro blasting load operations for any one of section.
In construction of large cross-section tunnel with double side-wall heading excavation method, it is contradictory to control both damage extent and damage scope. The most optimization of construction method should be researched in engeneering practice, based on the character of surrounding rock and engeneering.
In construction of large cross-section tunnel with double side-wall heading excavation method, accumulative damage scope of surrounding rock in any one of section is made up of blasting damage and vibration damage that develops from blasting damage. The evolvement of accumulative damage scope of surrounding rock that blasting damage happed when the excavating face of pilot tunnel I gradually is close to section. The damage increment, that caused by sigle blasting is the most close to section, is bigger than the sum of damage increments before blasting operations. The accumulative damage scope of surrounding rock is mainly determined by the blasting of excavating face of pilot tunnel I which is parallel to it. Vibration damage consist of distortion damage and fatigue damage of surrouding rock. Vibration damage is dominant for near excavating outline rock.
The blasting dynamic load and anisotropic damage model of rock realized by software DYNA and UDEC can better simulate the accumulative damage range of surrounding rock in advancing to-and-fro blasting load operations. Based on the exciting tunnel save condition, construction of new tunnel, support parameters and cost et al factor, the result of numerical method is that the optimized sigle repeated excavating length is 1.2m.
When sigle repeated excavating length of Damaoshan tunnel is 1.2m, the supervision results of internal displacements of surrounding rock and structure stress indicate the existing construction techonolog and support parameter is feasible, because of controllable surrounding rock distortion, stable surrounding rock, small operation force of support structure. Despite the construction technology is complexitical, the surrounding rock is stable.
本文依托大帽山大断面小净距隧道群,开展爆破振动、声波波速和围岩内部围岩的现场监控量测工作。研究表明：推进式往复爆破作业的双侧壁导坑法开挖的隧道必然导致围岩产生一定程度的损伤、破坏,尤其是小净距隧道间的中夹岩岩墙。任一固定断面上,在整个推进式往复的爆破过程中与爆源越近,损伤度和位移量越大,越远越小。
双侧壁导坑法开挖的大断面隧道,控制岩体的损伤程度和损伤范围是相互矛盾的。所以工程实践中,应根据实际工程的特点和围岩的特性,开展相关的研究工作来确定最优的施工方案。
双侧壁导坑法开挖的大断面隧道,任一固定断面上围岩的累积损伤是爆炸损伤和在此基础上叠加的振动损伤两部分组成。其演化过程是,在Ⅰ导洞逐渐接近断面时围岩发生爆炸损伤,并且与断面齐平的单次爆破导致的损伤增量远大于其它几次的损伤增量,围岩的累积损伤范围由与其齐平的单次爆破决定。振动损伤又包括变形损伤和岩体的疲劳损伤,变形损伤在开挖轮廓线附近的围岩中占主导地位。
通过DYNA、UDEC软件实现的爆炸动荷载、各向异性岩体爆炸损伤模型,可以较好地模拟推进式往复爆炸动荷载作用下围岩的累积损伤范围。根据此计算模型,综合考虑既有隧道的安全状况、新建隧道施工、支护参数和成本等因素,提出优化后的单循环开挖进尺是1.2m。
从围岩位移和结构应力的现场监测结果可以看出,大帽山隧道优化后的1.2m单循环开挖进尺开挖时,现有的施工工艺和支护参数是可行的,围岩变形可控,基本稳定,支护结构受力普遍较小,尽管施工工序复杂,但可以确保围岩的稳定。
Zhang Guohua (Engineering Mechanics) Directed by Prof. Liu Minggui
Blasting, as an economical efficient shortcut method in rock mass engeneering excavation, has been widely used more and more. Yet blasting construction of Small clear distance tunnel not only causes rock mass crashed and peeled in blasting area, but also inevitably causes damage to nearby rock mass and vibration in moderate or remote areas as well. It is more outstanding to damage effect of rock mass in repeated frequently blasting operations. For example, accumulative damage of surrounding rock is significant in tunnel with large section excavating with two side-wall pilot tunnel method. damaged rock mass will threaten the security and stability of the rock mass due to inferior mechanics function, weaker rock strength and worse integrality. Character of rock mass accumulative damage in repeated blasting dynamic load and the control damage have always been one of the key techniques during construction, and is also a great concernin blasting and rock mechanics at home and abroad.
Damaoshan tunnel with large section and small clear-distance is relied on in this paper, the on-site supervision measure of internal displacements of surrounding rock, blasting vibration velocity, acoustic wave velocity of rock mass are carried out. It was shown that the surrounding rock of the tunnel constructed by double side-wall heading excavation method would unavoidably be damaged in a certain degree because of repeating blasting, especially the interlaid rock wall in tunnel groups with closely-spaced. The more near the explosion source, the more big the extent of the damage degree and the displacement amount of the surrounding rocks, the more far the explosion source, the more small in advancing to-and-fro blasting load operations for any one of section.
In construction of large cross-section tunnel with double side-wall heading excavation method, it is contradictory to control both damage extent and damage scope. The most optimization of construction method should be researched in engeneering practice, based on the character of surrounding rock and engeneering.
In construction of large cross-section tunnel with double side-wall heading excavation method, accumulative damage scope of surrounding rock in any one of section is made up of blasting damage and vibration damage that develops from blasting damage. The evolvement of accumulative damage scope of surrounding rock that blasting damage happed when the excavating face of pilot tunnel I gradually is close to section. The damage increment, that caused by sigle blasting is the most close to section, is bigger than the sum of damage increments before blasting operations. The accumulative damage scope of surrounding rock is mainly determined by the blasting of excavating face of pilot tunnel I which is parallel to it. Vibration damage consist of distortion damage and fatigue damage of surrouding rock. Vibration damage is dominant for near excavating outline rock.
The blasting dynamic load and anisotropic damage model of rock realized by software DYNA and UDEC can better simulate the accumulative damage range of surrounding rock in advancing to-and-fro blasting load operations. Based on the exciting tunnel save condition, construction of new tunnel, support parameters and cost et al factor, the result of numerical method is that the optimized sigle repeated excavating length is 1.2m.
When sigle repeated excavating length of Damaoshan tunnel is 1.2m, the supervision results of internal displacements of surrounding rock and structure stress indicate the existing construction techonolog and support parameter is feasible, because of controllable surrounding rock distortion, stable surrounding rock, small operation force of support structure. Despite the construction technology is complexitical, the surrounding rock is stable.
引文
[1]杨军,金乾坤,黄风雷.岩石爆破理论模型及数值计算[M].北京：科学出版社,1999.
[2]熊代余,顾毅成.岩石爆破理论与技术新进展[M].北京：冶金工业出版社,2002.
[3]徐颖,宗琦.地下工程爆破理论与应用[M].北京：中国矿业大学出版社,2001.
[4]国家标准局.爆破安全规程(GB6722-2003).北京：中国标准出版社,2003
[5]蒋树屏.我国公路隧道建设技术的现状及展望[J].交通世界,2003,(2)：22-27.
[6]黄拔洲,陈少华,秦峰.小净距隧道在京福高速公路上的实践[J].重庆大学学报,2003,26(10)：19-22.
[7]黄明琦,付贤伦,李云超.大断面海底隧道软弱地层CRD法施工稳定性控制研究[J].岩石力学与工程学报,2007,26(增2)：3084-3089.
[8]刘艳青,钟世航.小净距并行隧道力学状态试验研究[J].岩石力学与工程学报,2000,15(9)：590-594.
[9]张国华,刘明贵等.近爆源既有隧道爆破振动安全判据的探讨[J].土工基础,2009,23(4),88-93.
[10]李秀地,郑颖人,徐干成.爆炸荷载作用下地下结构的局部层裂分析[J].地下空间与工程学报,2005,1(6),853-858.
[11]赵晓兵,薛大为,赵玉祥.爆炸荷载作用下地下复合结构动力分析[J].应用数学与力学,2004,25(3),247-252.
[12]刘慧.邻近爆破对既有隧道影响的研究[D].北京：铁道科学研究院，1998.
[13]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[14]高文学,刘运通,杨军.脆性岩石冲击损伤模型研究[J].岩石力学与工程学报,2000,19(2)：153-156.
[15]VALLIAPPAN S, MURTIV, ZHANG W H. Finite element analysis of anisotropic damage mechanics problems[J]. Engineering Fracture Mechanics,1990,35(6): 1061-1071.
[16]Dragon A, et al. On the plastic-brittle behaviour of rock and concrete[J]. Mechanics Research Communications.1976,3(5):429-434.
[17]Dragon A, et al. A continuum model for plastic-brittle behavior of rock and concrete[J]. International Journal of Engineering Science.1979,17:121-137.
[18]Dragon A, et al. A model for plastic creep of rock-like materials accounting for the kinetics of fracture[J]. International Journal of Rock Mechanics and Mining Science&Geomechanics Abstracts. August,1979,16(4):253-259.
[19]Krajcinovic Dusan. Dynamic analysis of clamped plastic circular plates[J]. International Journal of Mechanical Sciences. April,1972,14(4):225-234.
[20]Krajcinovic Dusan. Comments on "A method of determining the regions of instability of acolumn by a numerical method approach"[J].Journal of Sound and Vibration. January,1972,20(2,22):254-255.
[21]Krajcinovic Dusan. On approximate solutions for rigid-plastic structures subjected todynamic loading[J]. International Journal of Non-Linear Mechanics. October,1972,7(5):571-575.
[22]Costin L.S. A microcrack damage model for brittle rock[J].Sandis report SAND83-1590 Albuquerque NM,1983.
[23]Seamen, L., Curran, D.R., Shockey, D.A., Computational models for ductile and brittle fracture[J], Journal of Applied Physics,1976,47(11):4814-4826.
[24]Seamen, L., Curran, D.R., Murri, W.J., A continuum model for dynamic tensile microfracture and fragmentation[J], Joural of Applied Mechanics.1985,52(3): 593-600.
[25]刘殿书.岩石爆破破碎的数值模拟[D].北京：中国矿业大学,1992
[26]Grady, D.E., Kipp, M.E., Continuum modeling of explosive fracture in oil shale[J], International Journal of Rock Mechanics & Mining Sciences,1980,17(2): 147-157.
[27]Kipp, M.E., Grady, D.E., Numerical studied of rock fragmentation, SAND-79-1582, Sandia National Laboratories,1980.
[28]Taylor L M, Chen E P, Kuszmaul J S. Microcrack induced damage accumulation in brittle rock under dynamic loading [J].Computer Method in App. Mech. & Engng.1986,55:301-320
[29]O'connell R J, Budiansky B. Elastic moduli of cracked solids[J].Int.J.Solids Struct,1976,12:81-95.
[30]Kuszmaul J.S. A New constitutive model for fragmentation of rock under dynamic loading[A]. Proc. Of 2nd Int. Symp. On Frag. By Blasting[C]. Keystone, Canada. 1987,412-423.
[31]高文学.岩石动态响应特性及损伤模型研究[D],北京：北京理工大学.1999.
[32]HAO H, WU C, ZHOU Y. Numerical analysis of blasting-induced stress waves in a rock mass with anisotropic continuum damage models part 1:equivalent material property approach[J]. Rock Mechanics and Rock Engineering,2002, 35(2):79-94.
[33]YANG R, BAWDEN W F, KATSABANIS P D. A new constitutive model for blast damage[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1996,33(3):245-254.
[34]HAO H, MA G W, ZHOU Y X Numerical simulation of underground explosion[J]. International Journal of Blasting and Fragmentation,1998,2(5): 383-395.
[35]HAO H, WU C Q. Scaled-distance relationship for chamber blast accident in underground storage of explosives[J]. International Journal of Blasting and Fragmentation,2001,5(1/2):57-90.
[36]LIU L.Q, KATSABANIS P D. Development of a continuum damage model for blasting analysis[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1997,34(2):217-231.
[37]Zhang YongQiang, Hao Hong, Lu Yong. Anisotropic dynamic damage and fragmentation of rock materials under explosive loading [J]. International Journal of Engineering Science.2003,41:917-929.
[38]夏祥,李俊如,李海波等.广东岭澳核电站爆破开挖岩体损伤特性研究[J].岩石力学与工程学报,2007,26(12)：2510-2517.
[39]夏祥.爆炸荷载作用下岩体损伤特性及其安全阈值研究[D],武汉：中科院武汉岩土所,2006.
[40]刘殿书.岩石爆破破碎的数值模拟[D].北京：中国矿业大学,1992
[41]杨军.岩石爆破分形损伤模型[D].北京：中国矿业大学,1994.
[42]金乾坤.岩石爆破破碎三维边渗损伤模型的非线性数值模拟[D].北京：中国矿业大学.1996.
[43]蔡德所,张继春,刘浩吴.基岩爆破损伤的数值模拟及其工程应用[J].水利学报.1997,4：67-71.
[44]杨小林,王梦恕,王树仁.爆破对岩体基本质量的影响及试验研究[J].岩土工程学报,2000,22(4)：461-464.
[45]杨小林,员小有.爆破损伤岩石力学特性试验研究[J].岩石力学与工程学报,2001,20(4)：436-439.
[46]张大林,张飞,刘占魁.爆破对岩体节理裂隙的影响[J].包头钢铁学院学报,1999,18(1)：9-11.
[47]崔新壮,李卫民,段祝平,等.爆炸应力波在各向同性损伤岩石中的衰减规律研究[J].爆炸与冲击,2001,21(1)：：76-80.
[48]朱传云,喻胜春.爆破引起岩体损伤的判别方法研究[J].工程爆破,2001,7(1)：12-16.
[49]卢文波,陶振宇.爆破气体驱动裂纹扩展速度研究[J].爆炸与冲击,1994,14(3)：264-268.
[50]余永强,邱贤德,杨小林.层状岩体爆破损伤断裂机理分析[J].煤炭,2004,29(4)：409-412.
[51]王家来,徐颖,应变波对岩体的损伤作用和爆生裂纹传播爆炸与冲[J],1995,15(3)：212-216.
[52]李宁,陈蕴生,韩火.岩石在爆振下的动力损伤特性研究[J].工程爆破,1997,3(2),17-22.
[53]赵明阶,徐蓉.岩石损伤特性与强度的超声波速研究[J].岩土工程学报,2000,22(6)：720-722.
[54]高文学,胡江碧,刘运通.岩石动态损伤特性的实验天空[J].北京工业大学学报,2001.1：108.111.
[55]杨军,高文学.岩石冲击损伤特性的声波测试研究[J].黑龙江矿业学院学报,2000,10(1)：50-53.
[56]杨更社,谢定义,张长庆.岩石单轴受力CT识别损伤本构关系的探讨[J].岩土力学.1997,18(2)：29-34.
[57]葛修润,任建喜,蒲毅彬,马巍等.煤岩三轴细观损伤演化规律的CT动态试验[耳岩石力学与工程学报.1999,18(5)：497-502.
[58]赫建明,赵学亮,柳崇伟.爆炸冲击作用导致岩体损伤的模型试验研究.西安科技学院学报.2001,24(1)：49-52.
[59]李俊如,夏祥,李海波等.核电站基岩爆破开挖损伤区研究[J].岩石力学与工程学报.2005,24(增1)：4674-4678.
[60]杨小林,王树仁.岩石爆破损伤模型及述评[J].工程爆炸,1999,5(3)：71-75.
[61]闫长斌,爆破作用下岩体累积损伤效应及其稳定性研究[D].长沙：中南大学.2006.
[62]RIAD L L. The scale of effects in evaluating vibration damage potential[C]// Proceedings of the 15th Annual Conference on Explosives and Blasting Research. New Orleans:[s.n.],1989,5(10):161-176.
[63]AW T M, MAY J, SPATHIS A T, et al. Blast damage and blast dilution control: the application of bulk emulsion systems at the WMC St lves Junction Mine[J]. International Journal for Blasting and Fragmentation, 2001,5(1):1-20.
[64]Heuze F E. Dilatant Effect of Rock Joint. Proceedings of the 4th Congress of the International Society for Rock Mechanics.1978,(1):169-17.
[65]DOUCET C, CAMERON A, LIZOTTE Y. The effects of rock mass characteristics on fragmentation in controlled blasting experiments in small development headings[C]//ISEE's 22nd Annual Conference. Orlando:[s. n.],1996:1-11.
[66]VILLAESCUSA E, ONEDERRA L, SCOTT C. Blast-induced damage and dynamic behavior of hanging walls in bench stoping[J] Fragblast,2004,8(1): 23-40.
[67]Otuonye F O. Response of Ground Roof Bolt to Blast Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1988,25(5):345-349.
[68]Vapier J A L. Peirce A P. The Use of a Multipole Expansion Techniques to Analyse Large Scale Fracture Process and Seismic Recurrence Effects in Deep Level Mines.International Journal of Rock Mechanics&Mining Sciences.1997,34 (3/4): 680.
[69]Eneva M, Van Aswegen G, Mendecki A J. Seismic Response of Rock Mass to Blasting&Rockburst Potential.International Journal of Rock Mechanics&Mining Sciences.1998.35(4/5):390-391.
[70]RAMULU M, CHAKRABORTY A K, SITHARAM T G Damage assessment of basaltic rock mass due to repeated blasting in a railway tunneling project:a case study[J]. Tunnelling and Underground Space Technology,2008,24(2):208-221.
[71]阳生权.爆破地震累积效应理论和应用初步研究[D].长沙,中南大学,2002.
[72]闰长斌,徐国元,李夕兵.爆破震动对采空区稳定性影响的FLAC3D分析[J].石力学与工程学报,2005,24(16)：2894-2899.
[73]HAIMSON B C, KIM C M. Mechanical behaviour of rock under cyclic fatigur[C]. Proceedings of the 13th Symposium on Rock Mechanics ASCE, New York,1972: 845-863.
[74]Prost G L. Jointing at Rock Contacts in Cyclic Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1988,25(5):263-272.
[75]Tien Y M, Lee D H, Juang C H. Pore Pressure and Fatigue characteristics of sandstone Under Various Loading Conditions[J]. International Journal of Rock Mechanics&Mining Sciences.1990,27(4):283-289.
[76]Stuart C E, Meredith P G, Murrell et al. Anisotropic Crack Damage and stress-Memory Effects in Rocks Under Triaxial Loading. International Journal of Rock Mechanics&Mining Sciences.1993.30(8):937-941.
[77]Pestman R J, Van Muster J G. An Acoustic Emission Study of Damage Development and Stress-Memory Effects in Sandstone. International Journal of Rock Mechanics&Mining Sciences.1996,33(6):585-593.
[78]Tao Zhenyu, Mo Haihong. An Experimental Study and Analysis of the Behavior of Rock Under Cyclic Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1990,27(1):51-56.
[79]葛修润,蒋宇,卢允德等.周期荷载作用下岩石疲劳变形特性试验研究[J].岩石力学与工程学报,2003,22(10)：1581-1585.
[80]章清叙,葛修润,黄铭等.周期荷载作用下红砂岩三轴疲劳变形特性试验研究[J].岩石力学与工程学报,2006,25(3)：473-478.
[81]张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1)：1-11.
[82]李廷春,沙小虎,邹强.爆破作用下高边坡的地震效应及控爆减振方法研究[J].爆破,2005,22(1)：1-6.
[83]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[84]鞠杨,夏昌敬,谢和平等.爆炸荷载作用下煤岩巷道底板破坏的数值分析[J].石力学与工程学报,2004,23(21)：3664-3668.
[85]李秀地,郑颖人,徐干成.爆炸荷载作用下地下结构的震塌破坏模型研究[J].爆破,2006,23(1)：6-9.
[86]Schnelder L.C. A Survey of blasting vibration regulations[J].Fragblast,2001, 5(3):133-156.
[87]张继春.三峡工程基岩爆破震动特性的试验研究[J].爆炸与冲击,2001,21(2)：131-137.
[88]徐则民,黄润秋.岩爆与爆破的关系[J].岩石力学与工程学报,2004,23(21)：414-419.
[89]王鹰,陈强,魏有仪等.岩溶发育区深埋隧道水岩相互作用机理[J].中国铁道科学,2004,25(4)：55-58.
[90]吴英,孟繁理,李守巨.爆破作业引起井下瓦斯和煤尘爆破事故原因分析[J].爆破,1995,25(1)：39-41.
[91]MacKown,A.F. Perimeter controlled blasting for underground excavations in fractured and weathered rocks[J]. Bull. Assoc.Engg.Geol.ⅩⅩⅢ(4),1986:461-478
[92]Ricketts T.E. Estimating Underground mine damage produced by blasting [A].In:4th Mini Symp. On Explosive and Blasting Res., Soc. Explosive Engg, Anaheim, California,1988:1-156.
[93]ForsythW.W. A discussion on the blast induced over-break around underground excavations[J]. Fragblast,1993, (4):161-166.
[94]Persson, P.A., Holmberg, R. Rock Blasting and Explosive Engineering[M]. CRC Press, Tokyo,1996:265-285.
[95]Raina A.K., Chakraborty A.K., Ramulu M.et al. Rock mass damage from Underground blasting, a literature review, and lab-and full scale tests to estimate Crack depth by ultrasonic method [J]. Fragblast,2000, (4):103-125.
[96]杨小林,员小有,吴忠等.爆破损伤岩石力学特性的试验研究[J].岩石力学与工程学报,2001,20(4)：436-439.
[97]赫建明,柳崇伟,郭东明.爆破对预留岩体力学特性影响的试验研究[J].矿冶工程,2003,23(6)：11-14.
[98]Mines to vibration induced by adjacent open-pit blasting [J].Environmental Geology,2005,47(2):205-214.
[99]Anders Ansell. In situ testing of young shotcrete subjected to vibrations from blasting[J]. Tunnelling and Underground Space Technology,2004,19(4):587-596.
[100]朱传云,卢文波.三峡工程临时船闸与升船机中隔墩爆破安全判据的研究[J].爆炸与冲击,1998,18(4)：375-380.
[101]季月伦.小浪底水电站隧洞开挖爆破振动观测[J].爆破,1996,13(4)：83-84.
[102]Sayers C.M, Kachanov M. Microcrack-induced elastic wave anisotropy of brittle rocks [J]. Journal of Geophysical Research,1995,100(B3):4149-4156.
[103]Otto Schulze, Till Popp, Hartmut Kern. Development of damage and permeability in deforming rock salt[J]. Engineering Geology,2001,61(2):163-180.
[104]Raina A.K., Chakraborty A.K., Ramulu M. et al. Rock mass damage from underground blasting, a literature review, and lab- and full scale tests to estimate crack depth by ultrasonic method [J]. Fragblast,2000, (4):103-125
[105]Rubin A M, Ahrens T J. Dynamic tensile failure induced velocity deficits in rock[J].Geophys ResLett,1991,18(2):219-223.
[106]Krautkrammer, J., Krautkrammer, H. Ultrasonic Testing of Materials [M]. New Delhi:Narosa Publishing House,1993.
[107]卢文波.岩石爆破中应力波的传播及其效应研究[D].武汉：武汉大学水利水电 工程学院,1994.
[108]张志呈,蒲传金,史瑾瑾.不同装药结构光面爆破对岩石的损伤研究[[J].爆破,2006,23(1)：36-39.
[109]胡建敏,付晖.弹性波法检测大孔径爆破对基岩松驰层厚度影响的探讨[J].岩土力学,2003,24(增)：172-174.
[110]曹孝君,吴青山,张继春等.顺层岩质边坡的爆破振动控制标准试验研究[J].岩石力学与工程学报,2003,22(11)：1924-1928.
[111]李建军,段祝平.节理裂隙岩体爆破试验研究[J].爆破，2005,22(3)：12-16.
[112]刘明贵,张国华,刘绍波,李祺.大帽山隧道群中夹岩累计损伤效应研究[J].岩石力学与工程学报,2009，28(7)：1363-1370.
[113]张国华,陈礼彪等.大断面隧道爆破开挖围岩损伤范围试验研究及数值计算[J].岩石力学与工程学报,2009,28(8)：1610-1619.
[114]黄拔洲,陈少华,秦峰.小净距隧道在京福高速公路上的实践[J].重庆大学学报,2003,26(10)：19-22.
[115]黄伦海.双洞八车道公路隧道施工方案研究[J].公路，2005,(9)：206-211.
[116]郝小苏,金露,何远康.双向八车道公路隧道双侧壁导坑法施工优化[J].现代交通技术,2008,5(1)：61-64.
[117]刘艳青,钟世航,等.小净距并行隧道力学状态试验研究[J].岩石力学与工程学报,2000,15(9)：590-594.
[118]夏才初,龚建伍,唐颖.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007,26(1)：44-50.
[119]申玉生,高波.双连拱隧道施工偏压力学特性的监测与分析研究[J].岩土力学,2006,27(1)：1733-1739.
[120]李利平,李术才,张庆松.浅埋大跨隧道现场试验研究[J].岩石力学与工程学报,2007,26(7)：3555-3571.
[121]李宁,陈蕴生,陈方方.地下洞室围岩稳定性评判方法新探讨[J].岩石力学与工程学报,2007,25(9)：1941-1944.
[122]曲海峰,扁平特大断面公路隧道荷载模式及其应用研究[D].上海：同济大学,2007.6.
[123]万明富,海洪,刘斌.单洞四车道隧道开挖室内模型试验研究[J].东北大学学报(自然科学版),2007,28(2)：266-269.
[124]谭光宗.市区浅埋大跨度公路隧道施工技术[J].西部探矿工程,2002,14(5)：87-88.
[125]黄伦海,秦峰,龚世强.雅宝双洞八车道公路隧道设计[J].现代隧道技术, 2005,42(4)：5-8.
[126]]黄成造,严宗雪.龙头山双洞八车道公路隧道的设计与施工[J].铁道建筑,2007,(1)：52
[127]Eberhard Fliegner.美国贝克山隧道-软土中大断面开挖的范例[J].隧道译丛，1992.9
[128]王明年,关宝树.三车道公路隧道在不同构造应力作用下的力学行为研究[J].岩土力学,1998,20(1)：50-55.
[129]刘洪洲.大跨度扁坦隧道施工的力学响应及施工方法的研究[D].重庆：重庆大学博士论文,1999.7.
[130]刘洪洲,陈佳.浅埋、小净距、大跨度扁坦公路隧道结构设计与分析[J].公路，2006,12：212-217.
[131]蒋树屏,刘洪洲,鲜学福.大跨度扁坦隧道施工的相似模拟及数值分析研究[J].岩石力学与工程学报,2000.9.
[132]夏才初,龚建伍,唐颖.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007.26(1)44-50.
[133]黄伦海.双洞八车道公路隧道施工方案研究[J].公路,2005,(9)：206-211.
[134]郝小苏,金露,何远康.双向八车道公路隧道双侧壁导坑法施工优化[J].现代交通技术,2008,5(1)：61-64.
[135]刘泉声,白山云,肖春喜.基于现场监控量测的龙潭隧道施工围岩稳定性研究[J].岩石力学与工程学报,2007,26(10)：1982-1990.
[136]李利平,李术才,张庆松.浅埋大跨隧道现场试验研究[J].岩石力学与工程学报,2007,26(7)：3555-3571.
[137]袁勇,王胜辉,杜国平,等.双连拱隧道支护体系现场监测试验研究[J].岩石力学与工程学报,2005,24(3)：480-485.
[138]申玉生,高波.双连拱隧道施工偏压力学特性的监测与分析研究[J].岩土力学,2006,27(1)：1733-1739.
[139]陈卫军等.近距离交叠隧道研究现状及评析[J].铁道建筑技术.2002(2)：42-46.
[140]Addenbrooke T I. Numerical analysis of tunneling in stiff clay[D]. London: University of London,1996.
[141]Kim S.H., Burd H.J., Milligan G.W.E. Model Testing of closely spaced tunnels in clay[J]. Geotechnique,1998,48(3):375-388.
[142]Chu Bin-Lin, Hsu Sung-Chi, Chang Yi-Long, Lin Yeong-Shyang. Mechanical behavior of a twin-tunnel in multi-layered formations[J]. Tunneling and Underground Space Technology, May 2007,22(3):351-362.
[143]Soliman E., Duddeck h., Ahrens H. Two-and three-dimensional analysis of closely spaced double-tube tunnels. Tunneling and Underground Space Technology, Jan 1993,8(1):13-18.
[144]Perri G. Analysis of the effects of the new twin tunnels excavation very close to a big diameter tunnel of Caracas, subway[J]. International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1994,32(3):523-530
[145]Adachi T, Kimura M, Osada H. Interacion between multi-tunnels under construction[J]. Singapore:Eleventh SoutheastAsian geothchnical conference,1993,4-8.
[146]Addenbrooke T I, Potts D M. Twin tunnel interactionaurface and subface effects.[J].The international Journal of Geomechanics,20011(2):249-271.
[147]Suwansawat S, Einstein H H. Descriling settlement trough obey twin tunnel using a superposition techenique[J]. Journal of Geotechnical and Geoenvironmental engineering,2007,133(4):445-468.
[148]朱敬民,王立伟.层状岩体中地下结构复合衬砌模型试验研究[J].重庆建筑工程学院学报.1991.13(1)：1-14.
[149]刘艳青,韩世航,卢汝绥,马荣川.小净距并行隧道力学状态的试验研究[J].岩石力学与工程学报,2000,19(5)：11-19.
[150]万明富.隧道围岩净距讨论与小净距隧道研究[J].公路.2000,7：110-115.
[151]蔡小林,吴从师,Swoboda.小间距浅埋隧道的支打‘设计探讨[J].岩石力学与工程学报.2005.24(S2)：5943-5949.
[152]晏启祥,何川,姚勇.软岩隧道施工特性及其动态力学行为研究.[J].岩石力学与上程学报.2006,25(3)：98-103.
[153]张永兴,胡居义,何青云等.基于强度折减法小净距隧道合理净距的研究[J].水文地质工程学报.2006(3)：64-67.
[154]刘伟.小净距公路隧道净距优化研究[D].上海：同济大学.2004.
[155]仇文革.地下工程近接施工力学原理与对策的研究[D].成都：西南交通大学.2003.
[156]袁勇,王胜辉,杜国平,等.双连拱隧道支护体系现场监测试验研究[J].岩石力学与工程学报,2005,24(3)：480-485.
[157]黄明琦,付贤伦,李云超.大断面海底隧道软弱地层CRD法施工稳定性控制研究[J].岩石力学与工程学报,2007,26(增2)：3084-3089.
[158]葛修润等,岩土损伤力学宏细观试验研究[M],科学出版社,2004,6
[159]Kachanov L M. On the time to failure under creep condition[D]. Izv, Akad, Nauk, USSR, Otd, Tekhn Nauk.1958,8:26-31.
[160]Kachanov L M. Introduction to continuum Damage Methanics[M]. Martinus Nijhoff Publishes. Dordrecht, The Netherlands,1986.
[161]Rabotnov Y N. On the equation of state for creep[J]. In: Progress in Applied Mechanics 1963,307-315.
[162]Rabotnov Y N. Creep ruptures. In: Hetenyi M, et al.ed. Applied Mechanics[C], Processing of the 12th International Congress of Applied Mechanics. Standford-Springer-Verlag, Berlin,1969,342-349.
[163]Lemaitre J. Local approach of fracture[M]. Eng. Frac. Mech.,1986,25(5/6).
[164]Lemaitre J. Chaboche J L. Mechanics of Solid Materials[M]. Cambridge University Press.,1990.
[165]Chaboche J L. Continuum Damage Mechanics-a tool to describe phenomena before crack initiation[J]. Num. Eng. Design,1981,64:233-247.
[166]沈为,损伤力学[M].武汉：华中理工大学出版社,1995.8-12.
[167]J.勒迈特.损伤力学教程[M].陶春虎译.北京：科学出版社.
[168]]余寿文,冯西桥.损伤力学[M],北京：清华大学出版社.
[169]余天庆,钱济成.损伤理论及其应用[M].北京：国防工业出版社,1993.10-28,112-114.
[170]袁建新.岩体损伤问题[J].岩土力学.1993,14(1)：1-31.
[171]Swoboda G, Shen X P., Rosasa L.Damage Model for Jointed Rock Mass and Its Application to Tunnelling[J]. Computer and Geotechnics.1998.22(3-4):183-203.
[172]高峰,谢和平,巫静波.岩石损伤和破碎相关性的分形分析[J].岩石力学与工程学报.1999,1 8(5)：503-509.
[173]黄克智,余寿文,程莉.大变形与损伤力学[J].力学与实践.1989,11(2)：1-7.
[174]凌建明.压缩载荷条件下岩石细观损伤特征的研究.同济大学学报.1993.21(2)：219-225
[175]李兆霞.损伤力学及其应用[M].北京：科学出版社.2002.7p1-15.
[176]张奎,高永生,张少明,石力开.关于表征微裂纹型损伤的损伤变量的提出与应用[J].力学与实践.1995,(6)：33-34.
[177]汪传松.岩石爆破破坏原因研究的立足点剖析[J].三峡大学学报(自然科学版).2001.23(2)：121-123.
[178]杨更杜,孙钓,谢定义,张长庆.岩石材料损伤变量与CT数间的关系分析[J].力学与实践.1998,20(4)：.17-19.
[179]杨更社,谢定义,张长庆,蒲毅彬.岩石损伤扩展力学特性的CT分析[J].岩石 力学与工程学报.1999,18(2)：250-253.
[180]Dawison L., Stewens A.L. Thermomechanieal constitution of spalling elastic bodies[J]. Journal of Appl Phys.1993,(44):667-674.
[181]Murakami S., Ohno N. A continuum theory of creep and creep damage[J]. Ponter A.R.S., Hayhust D.R., ed. Proceedings of 3rd IUTAM Symposium on creep in Structures[C]. Springer-Verlag, Berlin,1980,.422-443.
[182]Halm D., Dragon A. A model of anisotropie damage by mecrocrack growth; unilateral effect[J]. International Journal of Damage Mechanics.1996,5:384-402.
[183]Kawamoto T Ichikawwa T. Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory[J]. Int J Num Anal Method in Geomech.1988, (12):1-30.
[184]王明年,潘晓马,张成满等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3)：412-414.
[185]马建军.软岩巷道在周边爆破作用下的稳定性研究[D].北京：北京理工大学,2004.
[186]张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1)：1-11.
[187]He Hong-liang, Athens T. J. Mechanical properties of shock-damage rocks [J]. International Journal of Rock Mechanical &Mining Sciences,1994, 31(5):525-533.
[188]杨军,金乾坤,黄风雷.岩石爆破理论模型及数值计算[M].北京：科学出版社,1999.
[189]林大能,陈寿如等.岩石循环冲击损伤围压效应的实验研究[J].矿冶工程,2005,25(4)：12-15.
[190]林大能,陈寿如.循环冲击荷载作用下岩石损伤规律的试验研究[J].岩石力学与工程学报,2005,24(22)：4094-4098.
[191]福建省交通规划设计研究院.泉厦高速公路扩建工程大帽山隧道(A8标段)两阶段施工图设计[R].福州：福建省交通规划设计研究院,2008.
[192]李造鼎.岩体测试技术[M].北京：冶金工业出版社,1993.
[193]刘明贵,佘诗刚,汪大国.桩基检测技术指南.北京：科学出版社,1995.
[194]王让甲.声波岩石分级和岩石动弹性力学参数的分析研究[M].北京：地质出版社,1997.
[195]王宝善,孙道远,李生杰,等.岩石非均匀性对超声衰减的影响及其修正[[J].中国地震,2001,7(1)：1-7.
[196]Molina J.Crack Field Characterition by Ultrasonic Attennution-Preliminary on Rocks [J]. International Journal of Rock Mechanics and Mining Sciences &Geomechanics,1982,19(2):267-278.
[197]张雪亮,黄树棠.爆破地震效应[M].北京：地震出版社,1981：59-63.
[198]纽强.岩石爆破机理[M].沈阳：东北工学院出版社,1990
[199]Henrych, J., The dynamics of explosion and its use[M], New York:Elesvier Scientific Publishing Company,1979.
[200]戴俊.岩石动力学特性及爆破理论[M],北京,冶金工业出版社,2006
[201]王明洋,钱七虎.爆炸应力波通过节理裂隙带的衰减规律.岩土工程学,1995,17(2)42-46
[202]张奇.应力波在节理处的传递过程.岩土工程学报.1986,8(6)：99-105
[203]McKenzie C K, Stacey G P, Gladwin M T. Sonic Wave Characteristics of Rock Mass. International Journal of Rock Mechanics&Mining Sciences.1982, 19(1):25-30
[204]席道英,谢瑞.岩石中应力波传播特性的实验研究.第二届全国岩石动力学学术会议.湖北宜昌,1990,10：74-85
[205]朱振海.爆炸应力波对高速扩展裂纹影响的动态光弹性试验研究.爆炸与冲击.1993,13(2)：178-185
[206]B.R.劳恩,T.R.威尔肖,脆性固体断裂力学.北京,地震出版社,1985.
[207]M. E. Kipp, D. E. Grady and E. P Chen, Strain-rate dependent fracture initiation, International Journal of Fracture,1980,16(5),471478.
[208]Birkimer, D. L., A possible fracture criterion for the dynamic tensile strength of rock, in Proceedings 12'" Symp. On Rock Mech., G. B. Clark.1971,573.
[209]Steverding B, Lehnigk S.H. Response of cracks to impact, J. Appl. Phys.,1970, 41(5),2096-2099.
[210]Steverding B, Lehnigk S.H. Collision of stress pulses with obstacles and dynamic of fracture, J. Appl. Phys.,1971,42(8),3231-3238.
[211]Costin L.S. A microcrack damage model for brittle rock[R].Sandis report SAND8s-1590 Albuquerque NM,1983.
[212]重庆交通科研设计院.泉厦高速公路扩建工程大帽山隧道阶段科研报告[R].重庆：重庆交通科研设计院,2009.
[213]龚建伍,夏才初,郑志懂,唐颖.鹤上三车道小净距隧道爆破振动测试与分析[J].岩石力学与工程学报,2007,26(9)：1882-1887.
[214]姚勇,何川,谢卓雄.双线小净距隧道中岩墙力学特性及加固措施研究[J],岩 土力学,2007.28(9).1883-1889.
[215]徐林生.小净距公路隧道施工力学效应研究[J].重庆交通大学学报,2009.28(4).0685-0689.
[216]王明年,潘晓马,张成满等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3)：412-414.
[217]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[218]陈礼彪(山东大学学报上的这篇文章没有检索到)
[219]乔宪队.爆破振动对临近隧洞的动态响应分析[D].中南大学硕士学位论文,2007，5.
[220]邵鹏,张勇等.断续节理岩体动态疲劳损伤研究[J].岩工程学报,2005,27(7)：0824-20828.
[221]李宁,程国栋,谢定义.西部大开发中的岩土力学问题[J].岩土工程学报,2001,23(3)：268-272.
[222]丁遂栋.断裂力学[M].北京：机械工业出版社，1997.
[223]Paris P.C., Endrogan F. A Critical Analysis of Crack Propogation Laws[J].J. of Basic Engineering, Transaction of the ASME,1963,85(3):528-534.
[224]徐世粮.混凝土断裂机理[D].大连：大连理工大学,1988.
[225]黄达海,宋玉普,赵国藩.具有宏观裂纹混凝土结构的起裂特性研究[J].土木工程学报,2000,33(4)：63-66.
[226]Chengqing Wu. HAO H. Numerical prediction of rock mass damage due to accidental explosion in an underground ammunition storage chamber[J]. Shock Waves,2006,15(1):43-54.
[227]Livermore software Technology Corporation. LS-DIYNA keyword user's manual[M], California, U.S.A.2003.
[228]李夕兵,古德生.岩石冲击动力学[M].长沙：中南大学出版社,1994：151-155.
[2]熊代余,顾毅成.岩石爆破理论与技术新进展[M].北京：冶金工业出版社,2002.
[3]徐颖,宗琦.地下工程爆破理论与应用[M].北京：中国矿业大学出版社,2001.
[4]国家标准局.爆破安全规程(GB6722-2003).北京：中国标准出版社,2003
[5]蒋树屏.我国公路隧道建设技术的现状及展望[J].交通世界,2003,(2)：22-27.
[6]黄拔洲,陈少华,秦峰.小净距隧道在京福高速公路上的实践[J].重庆大学学报,2003,26(10)：19-22.
[7]黄明琦,付贤伦,李云超.大断面海底隧道软弱地层CRD法施工稳定性控制研究[J].岩石力学与工程学报,2007,26(增2)：3084-3089.
[8]刘艳青,钟世航.小净距并行隧道力学状态试验研究[J].岩石力学与工程学报,2000,15(9)：590-594.
[9]张国华,刘明贵等.近爆源既有隧道爆破振动安全判据的探讨[J].土工基础,2009,23(4),88-93.
[10]李秀地,郑颖人,徐干成.爆炸荷载作用下地下结构的局部层裂分析[J].地下空间与工程学报,2005,1(6),853-858.
[11]赵晓兵,薛大为,赵玉祥.爆炸荷载作用下地下复合结构动力分析[J].应用数学与力学,2004,25(3),247-252.
[12]刘慧.邻近爆破对既有隧道影响的研究[D].北京：铁道科学研究院，1998.
[13]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[14]高文学,刘运通,杨军.脆性岩石冲击损伤模型研究[J].岩石力学与工程学报,2000,19(2)：153-156.
[15]VALLIAPPAN S, MURTIV, ZHANG W H. Finite element analysis of anisotropic damage mechanics problems[J]. Engineering Fracture Mechanics,1990,35(6): 1061-1071.
[16]Dragon A, et al. On the plastic-brittle behaviour of rock and concrete[J]. Mechanics Research Communications.1976,3(5):429-434.
[17]Dragon A, et al. A continuum model for plastic-brittle behavior of rock and concrete[J]. International Journal of Engineering Science.1979,17:121-137.
[18]Dragon A, et al. A model for plastic creep of rock-like materials accounting for the kinetics of fracture[J]. International Journal of Rock Mechanics and Mining Science&Geomechanics Abstracts. August,1979,16(4):253-259.
[19]Krajcinovic Dusan. Dynamic analysis of clamped plastic circular plates[J]. International Journal of Mechanical Sciences. April,1972,14(4):225-234.
[20]Krajcinovic Dusan. Comments on "A method of determining the regions of instability of acolumn by a numerical method approach"[J].Journal of Sound and Vibration. January,1972,20(2,22):254-255.
[21]Krajcinovic Dusan. On approximate solutions for rigid-plastic structures subjected todynamic loading[J]. International Journal of Non-Linear Mechanics. October,1972,7(5):571-575.
[22]Costin L.S. A microcrack damage model for brittle rock[J].Sandis report SAND83-1590 Albuquerque NM,1983.
[23]Seamen, L., Curran, D.R., Shockey, D.A., Computational models for ductile and brittle fracture[J], Journal of Applied Physics,1976,47(11):4814-4826.
[24]Seamen, L., Curran, D.R., Murri, W.J., A continuum model for dynamic tensile microfracture and fragmentation[J], Joural of Applied Mechanics.1985,52(3): 593-600.
[25]刘殿书.岩石爆破破碎的数值模拟[D].北京：中国矿业大学,1992
[26]Grady, D.E., Kipp, M.E., Continuum modeling of explosive fracture in oil shale[J], International Journal of Rock Mechanics & Mining Sciences,1980,17(2): 147-157.
[27]Kipp, M.E., Grady, D.E., Numerical studied of rock fragmentation, SAND-79-1582, Sandia National Laboratories,1980.
[28]Taylor L M, Chen E P, Kuszmaul J S. Microcrack induced damage accumulation in brittle rock under dynamic loading [J].Computer Method in App. Mech. & Engng.1986,55:301-320
[29]O'connell R J, Budiansky B. Elastic moduli of cracked solids[J].Int.J.Solids Struct,1976,12:81-95.
[30]Kuszmaul J.S. A New constitutive model for fragmentation of rock under dynamic loading[A]. Proc. Of 2nd Int. Symp. On Frag. By Blasting[C]. Keystone, Canada. 1987,412-423.
[31]高文学.岩石动态响应特性及损伤模型研究[D],北京：北京理工大学.1999.
[32]HAO H, WU C, ZHOU Y. Numerical analysis of blasting-induced stress waves in a rock mass with anisotropic continuum damage models part 1:equivalent material property approach[J]. Rock Mechanics and Rock Engineering,2002, 35(2):79-94.
[33]YANG R, BAWDEN W F, KATSABANIS P D. A new constitutive model for blast damage[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1996,33(3):245-254.
[34]HAO H, MA G W, ZHOU Y X Numerical simulation of underground explosion[J]. International Journal of Blasting and Fragmentation,1998,2(5): 383-395.
[35]HAO H, WU C Q. Scaled-distance relationship for chamber blast accident in underground storage of explosives[J]. International Journal of Blasting and Fragmentation,2001,5(1/2):57-90.
[36]LIU L.Q, KATSABANIS P D. Development of a continuum damage model for blasting analysis[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1997,34(2):217-231.
[37]Zhang YongQiang, Hao Hong, Lu Yong. Anisotropic dynamic damage and fragmentation of rock materials under explosive loading [J]. International Journal of Engineering Science.2003,41:917-929.
[38]夏祥,李俊如,李海波等.广东岭澳核电站爆破开挖岩体损伤特性研究[J].岩石力学与工程学报,2007,26(12)：2510-2517.
[39]夏祥.爆炸荷载作用下岩体损伤特性及其安全阈值研究[D],武汉：中科院武汉岩土所,2006.
[40]刘殿书.岩石爆破破碎的数值模拟[D].北京：中国矿业大学,1992
[41]杨军.岩石爆破分形损伤模型[D].北京：中国矿业大学,1994.
[42]金乾坤.岩石爆破破碎三维边渗损伤模型的非线性数值模拟[D].北京：中国矿业大学.1996.
[43]蔡德所,张继春,刘浩吴.基岩爆破损伤的数值模拟及其工程应用[J].水利学报.1997,4：67-71.
[44]杨小林,王梦恕,王树仁.爆破对岩体基本质量的影响及试验研究[J].岩土工程学报,2000,22(4)：461-464.
[45]杨小林,员小有.爆破损伤岩石力学特性试验研究[J].岩石力学与工程学报,2001,20(4)：436-439.
[46]张大林,张飞,刘占魁.爆破对岩体节理裂隙的影响[J].包头钢铁学院学报,1999,18(1)：9-11.
[47]崔新壮,李卫民,段祝平,等.爆炸应力波在各向同性损伤岩石中的衰减规律研究[J].爆炸与冲击,2001,21(1)：：76-80.
[48]朱传云,喻胜春.爆破引起岩体损伤的判别方法研究[J].工程爆破,2001,7(1)：12-16.
[49]卢文波,陶振宇.爆破气体驱动裂纹扩展速度研究[J].爆炸与冲击,1994,14(3)：264-268.
[50]余永强,邱贤德,杨小林.层状岩体爆破损伤断裂机理分析[J].煤炭,2004,29(4)：409-412.
[51]王家来,徐颖,应变波对岩体的损伤作用和爆生裂纹传播爆炸与冲[J],1995,15(3)：212-216.
[52]李宁,陈蕴生,韩火.岩石在爆振下的动力损伤特性研究[J].工程爆破,1997,3(2),17-22.
[53]赵明阶,徐蓉.岩石损伤特性与强度的超声波速研究[J].岩土工程学报,2000,22(6)：720-722.
[54]高文学,胡江碧,刘运通.岩石动态损伤特性的实验天空[J].北京工业大学学报,2001.1：108.111.
[55]杨军,高文学.岩石冲击损伤特性的声波测试研究[J].黑龙江矿业学院学报,2000,10(1)：50-53.
[56]杨更社,谢定义,张长庆.岩石单轴受力CT识别损伤本构关系的探讨[J].岩土力学.1997,18(2)：29-34.
[57]葛修润,任建喜,蒲毅彬,马巍等.煤岩三轴细观损伤演化规律的CT动态试验[耳岩石力学与工程学报.1999,18(5)：497-502.
[58]赫建明,赵学亮,柳崇伟.爆炸冲击作用导致岩体损伤的模型试验研究.西安科技学院学报.2001,24(1)：49-52.
[59]李俊如,夏祥,李海波等.核电站基岩爆破开挖损伤区研究[J].岩石力学与工程学报.2005,24(增1)：4674-4678.
[60]杨小林,王树仁.岩石爆破损伤模型及述评[J].工程爆炸,1999,5(3)：71-75.
[61]闫长斌,爆破作用下岩体累积损伤效应及其稳定性研究[D].长沙：中南大学.2006.
[62]RIAD L L. The scale of effects in evaluating vibration damage potential[C]// Proceedings of the 15th Annual Conference on Explosives and Blasting Research. New Orleans:[s.n.],1989,5(10):161-176.
[63]AW T M, MAY J, SPATHIS A T, et al. Blast damage and blast dilution control: the application of bulk emulsion systems at the WMC St lves Junction Mine[J]. International Journal for Blasting and Fragmentation, 2001,5(1):1-20.
[64]Heuze F E. Dilatant Effect of Rock Joint. Proceedings of the 4th Congress of the International Society for Rock Mechanics.1978,(1):169-17.
[65]DOUCET C, CAMERON A, LIZOTTE Y. The effects of rock mass characteristics on fragmentation in controlled blasting experiments in small development headings[C]//ISEE's 22nd Annual Conference. Orlando:[s. n.],1996:1-11.
[66]VILLAESCUSA E, ONEDERRA L, SCOTT C. Blast-induced damage and dynamic behavior of hanging walls in bench stoping[J] Fragblast,2004,8(1): 23-40.
[67]Otuonye F O. Response of Ground Roof Bolt to Blast Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1988,25(5):345-349.
[68]Vapier J A L. Peirce A P. The Use of a Multipole Expansion Techniques to Analyse Large Scale Fracture Process and Seismic Recurrence Effects in Deep Level Mines.International Journal of Rock Mechanics&Mining Sciences.1997,34 (3/4): 680.
[69]Eneva M, Van Aswegen G, Mendecki A J. Seismic Response of Rock Mass to Blasting&Rockburst Potential.International Journal of Rock Mechanics&Mining Sciences.1998.35(4/5):390-391.
[70]RAMULU M, CHAKRABORTY A K, SITHARAM T G Damage assessment of basaltic rock mass due to repeated blasting in a railway tunneling project:a case study[J]. Tunnelling and Underground Space Technology,2008,24(2):208-221.
[71]阳生权.爆破地震累积效应理论和应用初步研究[D].长沙,中南大学,2002.
[72]闰长斌,徐国元,李夕兵.爆破震动对采空区稳定性影响的FLAC3D分析[J].石力学与工程学报,2005,24(16)：2894-2899.
[73]HAIMSON B C, KIM C M. Mechanical behaviour of rock under cyclic fatigur[C]. Proceedings of the 13th Symposium on Rock Mechanics ASCE, New York,1972: 845-863.
[74]Prost G L. Jointing at Rock Contacts in Cyclic Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1988,25(5):263-272.
[75]Tien Y M, Lee D H, Juang C H. Pore Pressure and Fatigue characteristics of sandstone Under Various Loading Conditions[J]. International Journal of Rock Mechanics&Mining Sciences.1990,27(4):283-289.
[76]Stuart C E, Meredith P G, Murrell et al. Anisotropic Crack Damage and stress-Memory Effects in Rocks Under Triaxial Loading. International Journal of Rock Mechanics&Mining Sciences.1993.30(8):937-941.
[77]Pestman R J, Van Muster J G. An Acoustic Emission Study of Damage Development and Stress-Memory Effects in Sandstone. International Journal of Rock Mechanics&Mining Sciences.1996,33(6):585-593.
[78]Tao Zhenyu, Mo Haihong. An Experimental Study and Analysis of the Behavior of Rock Under Cyclic Loading[J]. International Journal of Rock Mechanics&Mining Sciences.1990,27(1):51-56.
[79]葛修润,蒋宇,卢允德等.周期荷载作用下岩石疲劳变形特性试验研究[J].岩石力学与工程学报,2003,22(10)：1581-1585.
[80]章清叙,葛修润,黄铭等.周期荷载作用下红砂岩三轴疲劳变形特性试验研究[J].岩石力学与工程学报,2006,25(3)：473-478.
[81]张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1)：1-11.
[82]李廷春,沙小虎,邹强.爆破作用下高边坡的地震效应及控爆减振方法研究[J].爆破,2005,22(1)：1-6.
[83]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[84]鞠杨,夏昌敬,谢和平等.爆炸荷载作用下煤岩巷道底板破坏的数值分析[J].石力学与工程学报,2004,23(21)：3664-3668.
[85]李秀地,郑颖人,徐干成.爆炸荷载作用下地下结构的震塌破坏模型研究[J].爆破,2006,23(1)：6-9.
[86]Schnelder L.C. A Survey of blasting vibration regulations[J].Fragblast,2001, 5(3):133-156.
[87]张继春.三峡工程基岩爆破震动特性的试验研究[J].爆炸与冲击,2001,21(2)：131-137.
[88]徐则民,黄润秋.岩爆与爆破的关系[J].岩石力学与工程学报,2004,23(21)：414-419.
[89]王鹰,陈强,魏有仪等.岩溶发育区深埋隧道水岩相互作用机理[J].中国铁道科学,2004,25(4)：55-58.
[90]吴英,孟繁理,李守巨.爆破作业引起井下瓦斯和煤尘爆破事故原因分析[J].爆破,1995,25(1)：39-41.
[91]MacKown,A.F. Perimeter controlled blasting for underground excavations in fractured and weathered rocks[J]. Bull. Assoc.Engg.Geol.ⅩⅩⅢ(4),1986:461-478
[92]Ricketts T.E. Estimating Underground mine damage produced by blasting [A].In:4th Mini Symp. On Explosive and Blasting Res., Soc. Explosive Engg, Anaheim, California,1988:1-156.
[93]ForsythW.W. A discussion on the blast induced over-break around underground excavations[J]. Fragblast,1993, (4):161-166.
[94]Persson, P.A., Holmberg, R. Rock Blasting and Explosive Engineering[M]. CRC Press, Tokyo,1996:265-285.
[95]Raina A.K., Chakraborty A.K., Ramulu M.et al. Rock mass damage from Underground blasting, a literature review, and lab-and full scale tests to estimate Crack depth by ultrasonic method [J]. Fragblast,2000, (4):103-125.
[96]杨小林,员小有,吴忠等.爆破损伤岩石力学特性的试验研究[J].岩石力学与工程学报,2001,20(4)：436-439.
[97]赫建明,柳崇伟,郭东明.爆破对预留岩体力学特性影响的试验研究[J].矿冶工程,2003,23(6)：11-14.
[98]Mines to vibration induced by adjacent open-pit blasting [J].Environmental Geology,2005,47(2):205-214.
[99]Anders Ansell. In situ testing of young shotcrete subjected to vibrations from blasting[J]. Tunnelling and Underground Space Technology,2004,19(4):587-596.
[100]朱传云,卢文波.三峡工程临时船闸与升船机中隔墩爆破安全判据的研究[J].爆炸与冲击,1998,18(4)：375-380.
[101]季月伦.小浪底水电站隧洞开挖爆破振动观测[J].爆破,1996,13(4)：83-84.
[102]Sayers C.M, Kachanov M. Microcrack-induced elastic wave anisotropy of brittle rocks [J]. Journal of Geophysical Research,1995,100(B3):4149-4156.
[103]Otto Schulze, Till Popp, Hartmut Kern. Development of damage and permeability in deforming rock salt[J]. Engineering Geology,2001,61(2):163-180.
[104]Raina A.K., Chakraborty A.K., Ramulu M. et al. Rock mass damage from underground blasting, a literature review, and lab- and full scale tests to estimate crack depth by ultrasonic method [J]. Fragblast,2000, (4):103-125
[105]Rubin A M, Ahrens T J. Dynamic tensile failure induced velocity deficits in rock[J].Geophys ResLett,1991,18(2):219-223.
[106]Krautkrammer, J., Krautkrammer, H. Ultrasonic Testing of Materials [M]. New Delhi:Narosa Publishing House,1993.
[107]卢文波.岩石爆破中应力波的传播及其效应研究[D].武汉：武汉大学水利水电 工程学院,1994.
[108]张志呈,蒲传金,史瑾瑾.不同装药结构光面爆破对岩石的损伤研究[[J].爆破,2006,23(1)：36-39.
[109]胡建敏,付晖.弹性波法检测大孔径爆破对基岩松驰层厚度影响的探讨[J].岩土力学,2003,24(增)：172-174.
[110]曹孝君,吴青山,张继春等.顺层岩质边坡的爆破振动控制标准试验研究[J].岩石力学与工程学报,2003,22(11)：1924-1928.
[111]李建军,段祝平.节理裂隙岩体爆破试验研究[J].爆破，2005,22(3)：12-16.
[112]刘明贵,张国华,刘绍波,李祺.大帽山隧道群中夹岩累计损伤效应研究[J].岩石力学与工程学报,2009，28(7)：1363-1370.
[113]张国华,陈礼彪等.大断面隧道爆破开挖围岩损伤范围试验研究及数值计算[J].岩石力学与工程学报,2009,28(8)：1610-1619.
[114]黄拔洲,陈少华,秦峰.小净距隧道在京福高速公路上的实践[J].重庆大学学报,2003,26(10)：19-22.
[115]黄伦海.双洞八车道公路隧道施工方案研究[J].公路，2005,(9)：206-211.
[116]郝小苏,金露,何远康.双向八车道公路隧道双侧壁导坑法施工优化[J].现代交通技术,2008,5(1)：61-64.
[117]刘艳青,钟世航,等.小净距并行隧道力学状态试验研究[J].岩石力学与工程学报,2000,15(9)：590-594.
[118]夏才初,龚建伍,唐颖.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007,26(1)：44-50.
[119]申玉生,高波.双连拱隧道施工偏压力学特性的监测与分析研究[J].岩土力学,2006,27(1)：1733-1739.
[120]李利平,李术才,张庆松.浅埋大跨隧道现场试验研究[J].岩石力学与工程学报,2007,26(7)：3555-3571.
[121]李宁,陈蕴生,陈方方.地下洞室围岩稳定性评判方法新探讨[J].岩石力学与工程学报,2007,25(9)：1941-1944.
[122]曲海峰,扁平特大断面公路隧道荷载模式及其应用研究[D].上海：同济大学,2007.6.
[123]万明富,海洪,刘斌.单洞四车道隧道开挖室内模型试验研究[J].东北大学学报(自然科学版),2007,28(2)：266-269.
[124]谭光宗.市区浅埋大跨度公路隧道施工技术[J].西部探矿工程,2002,14(5)：87-88.
[125]黄伦海,秦峰,龚世强.雅宝双洞八车道公路隧道设计[J].现代隧道技术, 2005,42(4)：5-8.
[126]]黄成造,严宗雪.龙头山双洞八车道公路隧道的设计与施工[J].铁道建筑,2007,(1)：52
[127]Eberhard Fliegner.美国贝克山隧道-软土中大断面开挖的范例[J].隧道译丛，1992.9
[128]王明年,关宝树.三车道公路隧道在不同构造应力作用下的力学行为研究[J].岩土力学,1998,20(1)：50-55.
[129]刘洪洲.大跨度扁坦隧道施工的力学响应及施工方法的研究[D].重庆：重庆大学博士论文,1999.7.
[130]刘洪洲,陈佳.浅埋、小净距、大跨度扁坦公路隧道结构设计与分析[J].公路，2006,12：212-217.
[131]蒋树屏,刘洪洲,鲜学福.大跨度扁坦隧道施工的相似模拟及数值分析研究[J].岩石力学与工程学报,2000.9.
[132]夏才初,龚建伍,唐颖.大断面小净距公路隧道现场监测分析研究[J].岩石力学与工程学报,2007.26(1)44-50.
[133]黄伦海.双洞八车道公路隧道施工方案研究[J].公路,2005,(9)：206-211.
[134]郝小苏,金露,何远康.双向八车道公路隧道双侧壁导坑法施工优化[J].现代交通技术,2008,5(1)：61-64.
[135]刘泉声,白山云,肖春喜.基于现场监控量测的龙潭隧道施工围岩稳定性研究[J].岩石力学与工程学报,2007,26(10)：1982-1990.
[136]李利平,李术才,张庆松.浅埋大跨隧道现场试验研究[J].岩石力学与工程学报,2007,26(7)：3555-3571.
[137]袁勇,王胜辉,杜国平,等.双连拱隧道支护体系现场监测试验研究[J].岩石力学与工程学报,2005,24(3)：480-485.
[138]申玉生,高波.双连拱隧道施工偏压力学特性的监测与分析研究[J].岩土力学,2006,27(1)：1733-1739.
[139]陈卫军等.近距离交叠隧道研究现状及评析[J].铁道建筑技术.2002(2)：42-46.
[140]Addenbrooke T I. Numerical analysis of tunneling in stiff clay[D]. London: University of London,1996.
[141]Kim S.H., Burd H.J., Milligan G.W.E. Model Testing of closely spaced tunnels in clay[J]. Geotechnique,1998,48(3):375-388.
[142]Chu Bin-Lin, Hsu Sung-Chi, Chang Yi-Long, Lin Yeong-Shyang. Mechanical behavior of a twin-tunnel in multi-layered formations[J]. Tunneling and Underground Space Technology, May 2007,22(3):351-362.
[143]Soliman E., Duddeck h., Ahrens H. Two-and three-dimensional analysis of closely spaced double-tube tunnels. Tunneling and Underground Space Technology, Jan 1993,8(1):13-18.
[144]Perri G. Analysis of the effects of the new twin tunnels excavation very close to a big diameter tunnel of Caracas, subway[J]. International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1994,32(3):523-530
[145]Adachi T, Kimura M, Osada H. Interacion between multi-tunnels under construction[J]. Singapore:Eleventh SoutheastAsian geothchnical conference,1993,4-8.
[146]Addenbrooke T I, Potts D M. Twin tunnel interactionaurface and subface effects.[J].The international Journal of Geomechanics,20011(2):249-271.
[147]Suwansawat S, Einstein H H. Descriling settlement trough obey twin tunnel using a superposition techenique[J]. Journal of Geotechnical and Geoenvironmental engineering,2007,133(4):445-468.
[148]朱敬民,王立伟.层状岩体中地下结构复合衬砌模型试验研究[J].重庆建筑工程学院学报.1991.13(1)：1-14.
[149]刘艳青,韩世航,卢汝绥,马荣川.小净距并行隧道力学状态的试验研究[J].岩石力学与工程学报,2000,19(5)：11-19.
[150]万明富.隧道围岩净距讨论与小净距隧道研究[J].公路.2000,7：110-115.
[151]蔡小林,吴从师,Swoboda.小间距浅埋隧道的支打‘设计探讨[J].岩石力学与工程学报.2005.24(S2)：5943-5949.
[152]晏启祥,何川,姚勇.软岩隧道施工特性及其动态力学行为研究.[J].岩石力学与上程学报.2006,25(3)：98-103.
[153]张永兴,胡居义,何青云等.基于强度折减法小净距隧道合理净距的研究[J].水文地质工程学报.2006(3)：64-67.
[154]刘伟.小净距公路隧道净距优化研究[D].上海：同济大学.2004.
[155]仇文革.地下工程近接施工力学原理与对策的研究[D].成都：西南交通大学.2003.
[156]袁勇,王胜辉,杜国平,等.双连拱隧道支护体系现场监测试验研究[J].岩石力学与工程学报,2005,24(3)：480-485.
[157]黄明琦,付贤伦,李云超.大断面海底隧道软弱地层CRD法施工稳定性控制研究[J].岩石力学与工程学报,2007,26(增2)：3084-3089.
[158]葛修润等,岩土损伤力学宏细观试验研究[M],科学出版社,2004,6
[159]Kachanov L M. On the time to failure under creep condition[D]. Izv, Akad, Nauk, USSR, Otd, Tekhn Nauk.1958,8:26-31.
[160]Kachanov L M. Introduction to continuum Damage Methanics[M]. Martinus Nijhoff Publishes. Dordrecht, The Netherlands,1986.
[161]Rabotnov Y N. On the equation of state for creep[J]. In: Progress in Applied Mechanics 1963,307-315.
[162]Rabotnov Y N. Creep ruptures. In: Hetenyi M, et al.ed. Applied Mechanics[C], Processing of the 12th International Congress of Applied Mechanics. Standford-Springer-Verlag, Berlin,1969,342-349.
[163]Lemaitre J. Local approach of fracture[M]. Eng. Frac. Mech.,1986,25(5/6).
[164]Lemaitre J. Chaboche J L. Mechanics of Solid Materials[M]. Cambridge University Press.,1990.
[165]Chaboche J L. Continuum Damage Mechanics-a tool to describe phenomena before crack initiation[J]. Num. Eng. Design,1981,64:233-247.
[166]沈为,损伤力学[M].武汉：华中理工大学出版社,1995.8-12.
[167]J.勒迈特.损伤力学教程[M].陶春虎译.北京：科学出版社.
[168]]余寿文,冯西桥.损伤力学[M],北京：清华大学出版社.
[169]余天庆,钱济成.损伤理论及其应用[M].北京：国防工业出版社,1993.10-28,112-114.
[170]袁建新.岩体损伤问题[J].岩土力学.1993,14(1)：1-31.
[171]Swoboda G, Shen X P., Rosasa L.Damage Model for Jointed Rock Mass and Its Application to Tunnelling[J]. Computer and Geotechnics.1998.22(3-4):183-203.
[172]高峰,谢和平,巫静波.岩石损伤和破碎相关性的分形分析[J].岩石力学与工程学报.1999,1 8(5)：503-509.
[173]黄克智,余寿文,程莉.大变形与损伤力学[J].力学与实践.1989,11(2)：1-7.
[174]凌建明.压缩载荷条件下岩石细观损伤特征的研究.同济大学学报.1993.21(2)：219-225
[175]李兆霞.损伤力学及其应用[M].北京：科学出版社.2002.7p1-15.
[176]张奎,高永生,张少明,石力开.关于表征微裂纹型损伤的损伤变量的提出与应用[J].力学与实践.1995,(6)：33-34.
[177]汪传松.岩石爆破破坏原因研究的立足点剖析[J].三峡大学学报(自然科学版).2001.23(2)：121-123.
[178]杨更杜,孙钓,谢定义,张长庆.岩石材料损伤变量与CT数间的关系分析[J].力学与实践.1998,20(4)：.17-19.
[179]杨更社,谢定义,张长庆,蒲毅彬.岩石损伤扩展力学特性的CT分析[J].岩石 力学与工程学报.1999,18(2)：250-253.
[180]Dawison L., Stewens A.L. Thermomechanieal constitution of spalling elastic bodies[J]. Journal of Appl Phys.1993,(44):667-674.
[181]Murakami S., Ohno N. A continuum theory of creep and creep damage[J]. Ponter A.R.S., Hayhust D.R., ed. Proceedings of 3rd IUTAM Symposium on creep in Structures[C]. Springer-Verlag, Berlin,1980,.422-443.
[182]Halm D., Dragon A. A model of anisotropie damage by mecrocrack growth; unilateral effect[J]. International Journal of Damage Mechanics.1996,5:384-402.
[183]Kawamoto T Ichikawwa T. Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory[J]. Int J Num Anal Method in Geomech.1988, (12):1-30.
[184]王明年,潘晓马,张成满等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3)：412-414.
[185]马建军.软岩巷道在周边爆破作用下的稳定性研究[D].北京：北京理工大学,2004.
[186]张永哲,甄胜利.漫湾电站开挖爆破对高边坡动力稳定影响的分析研究[J].工程爆破,1996,2(1)：1-11.
[187]He Hong-liang, Athens T. J. Mechanical properties of shock-damage rocks [J]. International Journal of Rock Mechanical &Mining Sciences,1994, 31(5):525-533.
[188]杨军,金乾坤,黄风雷.岩石爆破理论模型及数值计算[M].北京：科学出版社,1999.
[189]林大能,陈寿如等.岩石循环冲击损伤围压效应的实验研究[J].矿冶工程,2005,25(4)：12-15.
[190]林大能,陈寿如.循环冲击荷载作用下岩石损伤规律的试验研究[J].岩石力学与工程学报,2005,24(22)：4094-4098.
[191]福建省交通规划设计研究院.泉厦高速公路扩建工程大帽山隧道(A8标段)两阶段施工图设计[R].福州：福建省交通规划设计研究院,2008.
[192]李造鼎.岩体测试技术[M].北京：冶金工业出版社,1993.
[193]刘明贵,佘诗刚,汪大国.桩基检测技术指南.北京：科学出版社,1995.
[194]王让甲.声波岩石分级和岩石动弹性力学参数的分析研究[M].北京：地质出版社,1997.
[195]王宝善,孙道远,李生杰,等.岩石非均匀性对超声衰减的影响及其修正[[J].中国地震,2001,7(1)：1-7.
[196]Molina J.Crack Field Characterition by Ultrasonic Attennution-Preliminary on Rocks [J]. International Journal of Rock Mechanics and Mining Sciences &Geomechanics,1982,19(2):267-278.
[197]张雪亮,黄树棠.爆破地震效应[M].北京：地震出版社,1981：59-63.
[198]纽强.岩石爆破机理[M].沈阳：东北工学院出版社,1990
[199]Henrych, J., The dynamics of explosion and its use[M], New York:Elesvier Scientific Publishing Company,1979.
[200]戴俊.岩石动力学特性及爆破理论[M],北京,冶金工业出版社,2006
[201]王明洋,钱七虎.爆炸应力波通过节理裂隙带的衰减规律.岩土工程学,1995,17(2)42-46
[202]张奇.应力波在节理处的传递过程.岩土工程学报.1986,8(6)：99-105
[203]McKenzie C K, Stacey G P, Gladwin M T. Sonic Wave Characteristics of Rock Mass. International Journal of Rock Mechanics&Mining Sciences.1982, 19(1):25-30
[204]席道英,谢瑞.岩石中应力波传播特性的实验研究.第二届全国岩石动力学学术会议.湖北宜昌,1990,10：74-85
[205]朱振海.爆炸应力波对高速扩展裂纹影响的动态光弹性试验研究.爆炸与冲击.1993,13(2)：178-185
[206]B.R.劳恩,T.R.威尔肖,脆性固体断裂力学.北京,地震出版社,1985.
[207]M. E. Kipp, D. E. Grady and E. P Chen, Strain-rate dependent fracture initiation, International Journal of Fracture,1980,16(5),471478.
[208]Birkimer, D. L., A possible fracture criterion for the dynamic tensile strength of rock, in Proceedings 12'" Symp. On Rock Mech., G. B. Clark.1971,573.
[209]Steverding B, Lehnigk S.H. Response of cracks to impact, J. Appl. Phys.,1970, 41(5),2096-2099.
[210]Steverding B, Lehnigk S.H. Collision of stress pulses with obstacles and dynamic of fracture, J. Appl. Phys.,1971,42(8),3231-3238.
[211]Costin L.S. A microcrack damage model for brittle rock[R].Sandis report SAND8s-1590 Albuquerque NM,1983.
[212]重庆交通科研设计院.泉厦高速公路扩建工程大帽山隧道阶段科研报告[R].重庆：重庆交通科研设计院,2009.
[213]龚建伍,夏才初,郑志懂,唐颖.鹤上三车道小净距隧道爆破振动测试与分析[J].岩石力学与工程学报,2007,26(9)：1882-1887.
[214]姚勇,何川,谢卓雄.双线小净距隧道中岩墙力学特性及加固措施研究[J],岩 土力学,2007.28(9).1883-1889.
[215]徐林生.小净距公路隧道施工力学效应研究[J].重庆交通大学学报,2009.28(4).0685-0689.
[216]王明年,潘晓马,张成满等.邻近隧道爆破振动响应研究[J].岩土力学,2004,25(3)：412-414.
[217]谭忠盛,杨小林,王梦恕.复线隧道施工爆破对既有隧道的影响分析[J].岩石力学与工程学报,2003,22(2)：281-285.
[218]陈礼彪(山东大学学报上的这篇文章没有检索到)
[219]乔宪队.爆破振动对临近隧洞的动态响应分析[D].中南大学硕士学位论文,2007，5.
[220]邵鹏,张勇等.断续节理岩体动态疲劳损伤研究[J].岩工程学报,2005,27(7)：0824-20828.
[221]李宁,程国栋,谢定义.西部大开发中的岩土力学问题[J].岩土工程学报,2001,23(3)：268-272.
[222]丁遂栋.断裂力学[M].北京：机械工业出版社，1997.
[223]Paris P.C., Endrogan F. A Critical Analysis of Crack Propogation Laws[J].J. of Basic Engineering, Transaction of the ASME,1963,85(3):528-534.
[224]徐世粮.混凝土断裂机理[D].大连：大连理工大学,1988.
[225]黄达海,宋玉普,赵国藩.具有宏观裂纹混凝土结构的起裂特性研究[J].土木工程学报,2000,33(4)：63-66.
[226]Chengqing Wu. HAO H. Numerical prediction of rock mass damage due to accidental explosion in an underground ammunition storage chamber[J]. Shock Waves,2006,15(1):43-54.
[227]Livermore software Technology Corporation. LS-DIYNA keyword user's manual[M], California, U.S.A.2003.
[228]李夕兵,古德生.岩石冲击动力学[M].长沙：中南大学出版社,1994：151-155.
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