海底隧道钻爆开挖围岩稳定性研究
|
摘要
海底隧道钻爆开挖条件下的围岩稳定性研究是一个新兴而复杂的课题,其兼有爆破过程的复杂性与海底岩体含水和多裂隙的复杂性。海底含水裂隙岩体对爆破作用的响应过程和结果构成了海底隧道钻爆开挖过程中围岩稳定性研究的主体。本文在研究含水裂隙岩体爆破机理的基础上,通过现场实测和数值模拟手段,对爆破作用下海底隧道围岩稳定性进行了详细研究。论文取得的主要成果如下:
1)基于断裂力学和爆炸力学理论,研究了含水裂隙岩体的断裂破坏机理和破坏过程。分析了爆破作用下含水裂隙岩体不同阶段裂隙的断裂扩展机理,提出了含水裂隙岩体断裂准则。研究了爆炸应力波作用下裂隙岩体的破坏类型;
2)从应力场和振动场两方面分析了条形药包爆破作用机理和爆破特征,研究了裂隙岩体含水和含气时应力波衰减系数的区别;
3)通过现场实测得到了Ⅱ级围岩和Ⅴ级围岩钻爆开挖振动场规律,证实了隧道钻爆开挖振动场具有与单个条形药包爆破振动场相似的规律。基于实测数据,通过数值模拟得到了隧道拱顶以及掌子面前后岩石质点振动速度衰减规律,分析了每循环不同爆破进尺条件下隧道围岩中的振动场特征,回归了V级围岩中爆破开挖隧道拱顶岩层交界面附近剪应力的计算公式:
4)通过现场实测研究了Ⅱ级围岩和Ⅴ级围岩中钻爆开挖松动圈的形成过程。分析了Ⅱ级围岩大断面隧道中爆破作用和应力重分布对隧道总松动圈大小的影响比例。得到了适合厦门海底隧道地质条件下的岩石爆破振动损伤临界速度,并得出Ⅱ级围岩和Ⅴ级围岩中每循环合适的开挖长度;
5)提出了爆破作用影响隧道围岩稳定性的关键因素。研究了爆炸应力波作用下裂隙岩体断裂破坏范围并提出了新的破坏范围计算公式;分析了爆破作用影响隧道围岩渗透性的区域分布特点,并提出了爆炸应力波作用后岩体中的渗透系数计算公式;研究了岩层分界面与隧道拱顶的最小安全距离;探讨了爆破作用诱发涌水的类别及涌水机理,推导了动静应力场叠加作用下隧道涌水时临界水压表达式。综合分析得出了Ⅱ级围岩和Ⅴ级围岩中海底隧道覆盖岩层临界厚度的控制因素;
6)基于对现有成果的总结与研究,建议在海底隧道钻爆掘进过程中,采用改进的中导洞超前全断面扩挖技术。
The study on surrounding rock-mass stability of subsea tunnel during excavation with drilling and blasting method was a new and complicated subject, owing to the complex blasting process and sophisticated water-bearing and multi-crack subsea rock-mass. The influencing process of water-bearing fractured rock-mass on blasting, as well as its result, plays a major role in the surrounding rock-mass stability analysis of subsea tunnel during excavation with drill and blasting method. Based on the blasting mechanism of water-bearing fractured rock-mass, and with in-site tests and numerical studies, this thesis systematically analyzed the surrounding rock-mass stability of subsea tunnel during blasting excavation. The main achievements are as follows:
Firstly, based on fracture mechanics and explosion mechanics theory, this thesis studied the fracture failure mechanism of water-bearing fractured rock-mass. And after analyzing the propagation mechanism of crack at different stage of water-bearing fractured rock-mass, the fracture principles of water-bearing fractured rock-mass were proposed. Failure types of fractured rock mass due to blasting stress wave were also studied.
Secondly, the explosive mechanism and the feature of linear charge were analyzed from the perspective of stress field and vibration field. The distinctions of the attenuation coefficient of stress wave between water-bearing fractured rock-mass and air-bearing fractured rock-mass were identified.
Thirdly, through in-site test, the vibration laws of surrounding rock-mass in grade II and V in the process of drilling and blasting excavation were gained, which proved that the tunnel's vibration field during drill and blast excavation was similar to that of the single linear charge. Based on the tested date and simulation, the thesis gained the attenuation law of vibration in the zone of tunnel vault and pre-and-post of tunnel face, identified the characteristic of vibration field under different blasting footage condition, and regressed the calculation formula of shear stress in interface of rock stratum.
Fourthly, with in-site test, the size of excavation damage zone of the surrounding rock-mass in grade II and V during blasting excavation was gained, and the affecting rate of the total excavation destroy zone of the tunnel causing by blasting and the stress redistribution were analyzed, through which we got the critical velocity of blasting vibration damage suitable for Xiamen Subsea Tunnel geological condition, as well as the suitable blasting length for every loop.
Fifthly, the thesis put forward the key affecting factors of blasting on surrounding rock-mass stability. The range of fracture failure zones under the influence of blasting stress wave was identified and the calculation formula of the failure zone was also proposed. The influence of blasting on the attribution of the permeability area in the surrounding mass-rock was analyzed, and the calculation formula of permeability coefficient caused by stress wave was presented. The minimal safe distance between interface of rock stratum and tunnel vault was analyzed. The classification of water inflow induced by blasting and the water inflowing mechanism were studied, and with the effect of overlapping dynamic and static stress field, the calculation formula of the critical inner water pressure in water inflow was presented. At last, the controlling factors of covering-rock's critical thickness for surrounding rock-mass grade II and V in subsea tunnel were proposed.
Sixthly, through studying the achievements made before, the thesis suggests that it is better to apply the improved technique of full-face expansion leading with under-pilot hole in subsea tunnel blasting excavation.
1)基于断裂力学和爆炸力学理论,研究了含水裂隙岩体的断裂破坏机理和破坏过程。分析了爆破作用下含水裂隙岩体不同阶段裂隙的断裂扩展机理,提出了含水裂隙岩体断裂准则。研究了爆炸应力波作用下裂隙岩体的破坏类型;
2)从应力场和振动场两方面分析了条形药包爆破作用机理和爆破特征,研究了裂隙岩体含水和含气时应力波衰减系数的区别;
3)通过现场实测得到了Ⅱ级围岩和Ⅴ级围岩钻爆开挖振动场规律,证实了隧道钻爆开挖振动场具有与单个条形药包爆破振动场相似的规律。基于实测数据,通过数值模拟得到了隧道拱顶以及掌子面前后岩石质点振动速度衰减规律,分析了每循环不同爆破进尺条件下隧道围岩中的振动场特征,回归了V级围岩中爆破开挖隧道拱顶岩层交界面附近剪应力的计算公式:
4)通过现场实测研究了Ⅱ级围岩和Ⅴ级围岩中钻爆开挖松动圈的形成过程。分析了Ⅱ级围岩大断面隧道中爆破作用和应力重分布对隧道总松动圈大小的影响比例。得到了适合厦门海底隧道地质条件下的岩石爆破振动损伤临界速度,并得出Ⅱ级围岩和Ⅴ级围岩中每循环合适的开挖长度;
5)提出了爆破作用影响隧道围岩稳定性的关键因素。研究了爆炸应力波作用下裂隙岩体断裂破坏范围并提出了新的破坏范围计算公式;分析了爆破作用影响隧道围岩渗透性的区域分布特点,并提出了爆炸应力波作用后岩体中的渗透系数计算公式;研究了岩层分界面与隧道拱顶的最小安全距离;探讨了爆破作用诱发涌水的类别及涌水机理,推导了动静应力场叠加作用下隧道涌水时临界水压表达式。综合分析得出了Ⅱ级围岩和Ⅴ级围岩中海底隧道覆盖岩层临界厚度的控制因素;
6)基于对现有成果的总结与研究,建议在海底隧道钻爆掘进过程中,采用改进的中导洞超前全断面扩挖技术。
The study on surrounding rock-mass stability of subsea tunnel during excavation with drilling and blasting method was a new and complicated subject, owing to the complex blasting process and sophisticated water-bearing and multi-crack subsea rock-mass. The influencing process of water-bearing fractured rock-mass on blasting, as well as its result, plays a major role in the surrounding rock-mass stability analysis of subsea tunnel during excavation with drill and blasting method. Based on the blasting mechanism of water-bearing fractured rock-mass, and with in-site tests and numerical studies, this thesis systematically analyzed the surrounding rock-mass stability of subsea tunnel during blasting excavation. The main achievements are as follows:
Firstly, based on fracture mechanics and explosion mechanics theory, this thesis studied the fracture failure mechanism of water-bearing fractured rock-mass. And after analyzing the propagation mechanism of crack at different stage of water-bearing fractured rock-mass, the fracture principles of water-bearing fractured rock-mass were proposed. Failure types of fractured rock mass due to blasting stress wave were also studied.
Secondly, the explosive mechanism and the feature of linear charge were analyzed from the perspective of stress field and vibration field. The distinctions of the attenuation coefficient of stress wave between water-bearing fractured rock-mass and air-bearing fractured rock-mass were identified.
Thirdly, through in-site test, the vibration laws of surrounding rock-mass in grade II and V in the process of drilling and blasting excavation were gained, which proved that the tunnel's vibration field during drill and blast excavation was similar to that of the single linear charge. Based on the tested date and simulation, the thesis gained the attenuation law of vibration in the zone of tunnel vault and pre-and-post of tunnel face, identified the characteristic of vibration field under different blasting footage condition, and regressed the calculation formula of shear stress in interface of rock stratum.
Fourthly, with in-site test, the size of excavation damage zone of the surrounding rock-mass in grade II and V during blasting excavation was gained, and the affecting rate of the total excavation destroy zone of the tunnel causing by blasting and the stress redistribution were analyzed, through which we got the critical velocity of blasting vibration damage suitable for Xiamen Subsea Tunnel geological condition, as well as the suitable blasting length for every loop.
Fifthly, the thesis put forward the key affecting factors of blasting on surrounding rock-mass stability. The range of fracture failure zones under the influence of blasting stress wave was identified and the calculation formula of the failure zone was also proposed. The influence of blasting on the attribution of the permeability area in the surrounding mass-rock was analyzed, and the calculation formula of permeability coefficient caused by stress wave was presented. The minimal safe distance between interface of rock stratum and tunnel vault was analyzed. The classification of water inflow induced by blasting and the water inflowing mechanism were studied, and with the effect of overlapping dynamic and static stress field, the calculation formula of the critical inner water pressure in water inflow was presented. At last, the controlling factors of covering-rock's critical thickness for surrounding rock-mass grade II and V in subsea tunnel were proposed.
Sixthly, through studying the achievements made before, the thesis suggests that it is better to apply the improved technique of full-face expansion leading with under-pilot hole in subsea tunnel blasting excavation.
引文
[1]王梦恕.21世纪是隧道及地下空间大发展的年代[J].铁道建筑技术.2001(1)
[2]谭忠盛,王梦恕.琼州海峡特路隧道可行性研究探讨[J].岩王工程学报,2002(2).139-143
[3]A.Palmstrom,A.Skogheim.New Milestones in Subsea Blasting at Water depth of 55 m [J].Tunneling and Underground Space Technology,2000,15(1):65-68
[4]周书明.挪威法大跨硬岩隧道的设计与施工模拟计算[J].岩石力学与工程学报,2001,20(zl):1055-106
[5]胡政才,余辉.挪威对海底隧道工程的研究[J].世界隧道.1995,(3).68-76
[6]吕明,Grφv E 等.挪威海底隧道经验[J].岩石力学与工程学报.2005,24(23):4219-4255
[7]Thor Skjeggedal.Per Bollingmo,Nick Barton and Ole Arntinn Opsabl,Norwegian Tunneling methods[J].Tunnels& Tunneling,1995,27(57):32-34
[8]N Barton,Norwegian Method of Tunneling[J],World Tunneling.1992.6.231-238
[9]杨年华,邓志勇,刘建亮.条形药包爆破应力场研究.铁道部科学研究院报告.1995,12
[10]钮强.岩石爆破机理[M],东北工学院出版社,1990
[11]Fourney.W.L.lth in 5nd Int.Sympom Rock Fragment by blasting,Lulea,Sweden,1983:505-531
[12]Taylor L.M.Chert E.P.and Kusmaul J.s.Microcrack-Induced Accumulation in brittle Rock under Dynamic Loading,Computer Method in applied mechnics and engineering 1986,and Vol.55:301-320
[13]Budiansky B.and O,Connell R,J.Elastic Moduli of Cracked Solid,Int.J.Solids,1977,Vol.12:81-87.
[14]Laws N.and Broskenbrough J.R.The Effect of Micro-crack System on The Loss of Stiffness of Brittle Solids.Int.structures,1987,Vol.23:1247-1268
[15]Ju J.W and Chen T.M.Effective Elastic Moduli of Two Dimensional Brittle Solids with Interacting Microcracks,J.APP.Mech,1994,Vol.61:349-357
[16]Huang Y.et al,A Generalzed Self-consistent Mechnics Method for Mocrocracked Solids,J.Mech.Phys Solids,1994,Vol.42:1273-1291
[17]Carvalho F.S.and Labus J.F.Experiments on effective Elastic Modulus of Two-dimensional Solids with Cracks and Holes,Int.J.Solids Structures,1996,Vol.33:4119-4130
[18]Hankamban R.and Krajcinovic D.A constitute Theory for Progressively Deteriorating Brittle Solids.Int.J.Solids Structures,1987,Vol.23:1521-1534
[19]Resende L.and Martion J.B.Parameter Identification in a Damage Model for Rock Mechnics.Int.J.Num.and Analy[J].Methods in geomech,1988,Vol.12:79-97
[20]Perie P.J.Determination of Fracture Mechnism by Miccrocopic Observation of Crack[J],Int.J.Rock Mech.Min.Sci.1991,Vol.28 No.1:21-35
[21]Dyskin A.V.and Germanovich L.N.A Model Crack Growth in micricracked Rock,Int.J.Rock Mech..Min.Sci.1993,Vol.30 No.7:813-820
[22]Wu S.and Chudnovsky.A.effect of Microcrack Array on Stress Intensity Factor of Main Crack,Int.J.Fracture 1993,Vol.59:41-52
[23]Lubara V.A.and Krajcinovic D.Damage Tensors and the Crack Density Distribution Int.J.Solids Structures,1993,Vol.30:2859-2877
[24]Freund C.B.and Lee Y.J.Observations on High Strain Rate Crack Growth Based on A Strip Yield Model,Int.J.Fracture 1990,Vol.42:261-276
[25]黄筑平等.材料的动态损伤和火效[J],力学进展.1993,Vol.23 N0.4:433-467
[26]Li Ning.Wave Propagation Problems in the Jointed Rock Mass,Press of Northwest University of Technology,1993
[27]Brinkman J.R.Separating Shock Waves and Gas Expansion Breakage,in 2nd Int.Sympom Rock Fragment by blasting,keystone,1987:6-15
[28]Brinkman J.R..An Experiment Study of the Effects of Shock and Gas Penetration in Blasting,in 3nd Int.Sympom Rock Fragment by blasting,Brisbane,1990:55-56
[29]黄理兴.类岩石材料爆破断裂机理的实验研究.第四届爆国际岩石爆破破碎国学术论文集,冶金工业出版社.1995:504-508
[30]Daehnke A.etal.Blast-induced Dynamic Fracture Propagation,in 5nd Int.Sympom Rock Fragment by blasting,Blakema,1996:13-18
[31]Nllson R.H.etal.Gas-Driven Fractures Propagatio,J.APP.Mech.,1981,Vol.48:757-762
[32]Nllson R.H.etal.Modelling of Gas-Driven Fractures Induced by Propellant Combustion Within a borehole,Int.J.Rock Mech..Min.Sci.1985,Vol.22 No.1:13-19
[33]Paine A.S.and Please C.P..An Improved Model of Fracture Propagatio by Gas During Rock Blasting-SomeAnalytical Resuits[J],Int.J.Rock Mech.Min.Sci.1994,Vol.31 No.6:669-706
[34]Valko P.and Economdes M.J.Propagation of Hydraulically Induced Fractures Acontinuum Damage Mechnics Approach[J],Int.J.Rock Mech.Min.Sci.1994,Vol.31 No.3:221-229
[35]Minchinton A.and Lynch P.M.Fragmentation and Heave Modelling Using a Coupled Element Gas Flow Code,in 5nd Int.Sympom Rock Fragment by blasting,Blakema,1996:71-80
[36]杨军.岩石爆破分形损伤模型研究[D].北京:中国矿业大学,1994
[37]张志呈,肖正学.裂隙岩体爆破技术[M].四川科学技术出版社,1999:成都
[38]Ash,R.L.PH.D.Symp.on Rock Mechnics,New York,1973:263-271
[39]Barker,D.B.20th U.S.Symp.on Rock Mechnics,Austrain,1979:119-121
[40]Rossmanith,H.P..Proc.Int.Symp.on Fracture and Damage of Concrete and Rock,Vienna,London,1993:356-365
[41]尚嘉兰,郭汉彦.岩体裂隙对应力传播的影响[J].防护工程学术交流会议论文集.1979:91-98
[42]王明洋,钱七虎.爆炸应力波通过节理裂隙带的衰减规律[J].岩土工程学报.1995,Vol.17,No.2:42-46
[43]李夕兵.论岩体软弱结构面对应力波传播的影响[J].爆炸与冲击.1993,Vol.13 No.4:334-342
[44]张奇,高金石.爆破理论与爆破优化[M].西安地图出版社,1992
[45]王绍鑫,张松林.水介质控制爆破及降低粉矿率研究工程爆破文集(第四辑).北京:冶金工业出版社,1993
[46]金星男.用水耦合装药爆破模型试验研究工程爆破文集(第二辑).北京:冶金工业出版社,1985
[47]陈士海,林从谋,水压爆破岩石的破坏特征[J].煤炭学报.1996:21(2)
[48]陈士海,试论风化含水岩石的爆破破碎机理[J].煤矿爆破.1997(2)
[49]汤连生,张鹏程.岩体复合型裂纹的扩展规律Ⅱ:有水作用条件下[J].中山大学学报(自然科学版),2003:42(1)
[50]汤连生,张鹏程.水作用下岩体断裂强度探讨[J].岩石力学与工程学报,2004:23(19)
[51]郑少河,姚海林.渗透压力对裂隙岩体损伤破坏的研究[J].岩土力学.2002:23(6)
[52]朱珍德.地下水对裂隙岩体强度的影响[J].山东科技大学学报(自然科学版).2000:19(1)
[53]李术才,朱维中.复杂应力状态下断续节理岩体断裂损伤机理研究及其应用[J].岩石力学与工程学报.1999:18(2)
[54]皇甫明.暗挖海底隧道围岩稳定性及支护结构受力特征的研究[D].北京:北京交通大学,2005
[55]关宝树,隧道力学概论[M].成都:西南交通大学出版社,1993
[56]徐干成,白洪才等.地下工程支护结构[M].北京:中国水利水电出版社,2002
[57]于学馥,郑颖人等编著.地下工程围岩稳定性分析[M].北京:煤炭工业出版社,1983
[58]蔡晓鸿,蔡勇平著.水工压力隧道结构应力计算[M].北京:中国水利水电出版社,2004
[59]张有天.地下结构的地下水荷载[J].工程力学增刊,1996
[60]张有大.岩石隧道衬砌外水压力问题的讨论[J].现代隧道技术,2003(3)
[61]王建宁.对隧道工程技术若干问题的质疑[J].现代隧道技术,2002增刊:11-17
[62]王建宇.再谈隧道衬砌水压力[J].现代隧道技术,2003(3)
[63]In-Mo Lee,Seok-Woo Nam.The study of seepage force acting on the tunnel lining and tunnel face in shallow tunnel.Tunnelling and Underground Space Tecnnology[J],2001,Vol.16:31-40
[64]张有天等.再论隧洞水荷载的静力计算[J].水利学报,1985(3)
[65]Antonio Bobet,Analytical solutions for shallow tunnel in saturated ground[J],Journal of engineering mechanics,2001,Vol.127,No.12:1258-1266
[66]王秀英.岩溶隧道堵水限排衬砌外水乐力及结构设计研究[D],北京:北京交通大学,2005
[67]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
[68]闰长斌,徐国元.爆破动荷载作用下围岩累积损伤效应声波测试研究[J].岩土工程学报,2007:29(7)
[69]谭海文.爆破空气冲击波对巷道围岩稳定性影响[J].黄金,1998:19(4)
[70]杨小林,侯爱军.隧道掘进爆破的损伤机理与振动危害[J].煤炭学报.2008:33(4)
[71]贾虎,徐颖.岩体开挖爆炸应力损伤范围研究[J].岩石力学与工程学报.2007:26(z1)
[72]熊海华、卢文波.龙滩水电站右岸导流洞爆破开挖工程中岩体损伤范围研究[J].岩土力学,2004:25(3)
[73]高金石,张继春.爆破破岩机理动力分析[J].金属矿山.1989(3)
[74]Heelan,P.A.Radiation form a cylindrical source of finite length[J],G eophysics,18:685-696
[75]J.E.White.Use of Reciprocity theorem for computation of low-frequency radiation patterns [J],Geophysics,1960,25(3):613-624
[76]Anas M.Abo.Zena.Radiation from a finite cylindrical explosive source[J].Geophysics,42(7):1384-1393.
[77]陈志刚,刘殿魁.SH波冲击下浅埋任意形孔洞的动力分析[J].地震工程与工程学报,2004,24(4):32-36
[78]王艳,刘殿魁.SH波入射时浅埋衬砌结构的动力分析[J].哈尔滨工程大学学报,2002,23(6):43-47
[79]王国庆,刘殿魁.SH波对浅埋相邻多个圆孔作用的动力分析[J].哈尔滨工程大学学报,2003
[80]易长平.研究了爆破振动对地下硐室的影响[D].武汉:武汉大学博士学位论文,2005
[81]史文谱,刘殿魁,林宏等.半无限空间中稳态P波在衬砌周围的散射[J].地震工程与工程学报,2002,22(3):19-25
[82]朱瑞赓,李铮.爆破地震波作用下岩石隧道的临界振动速度[A].土岩爆破文集(第二辑)[C].冶金工业出版社,1983,285-291
[83]朱瑞赓,李铮.爆破地震波作用下隧道的安全距离问题[J].地下工程,1981,(4):26-33
[84]边克信.爆破地震对地下构筑物的影响[J].有色金属,1981,(6):25-36
[85]郑际汪,陈理真.爆破荷载作用下隧道围岩稳定性分析[J],矿山压力与顶板管理.2004:No(4)
[86]肖福坤,孙豁然.爆破振动对巷道稳定性影响的模拟[J].分析矿业研究与开发.2004:24(5)
[87]田村重四郎,中村丰,加藤胜行.地下坑道中存在振源时围岩的振动分析方法[A]谭炳炎译.土木学会论文报告.1979,28(1):41-53
[88]刘国华,王振宇.爆破荷载作用下隧道的动态响应与抗爆分析[J],浙江大学学报(工学版).2004:38(2)
[89]G.W.Ma,H.Hao.Modeling of Wave Propagaiton Induced by U nderground Explosion [J].Computers and Geotechnics,1998,22(3):283-303
[90]阳生权.小线间距施工隧道爆破地震影响下既有隧道围岩线性动力分析[J].工程爆破.1998,4(1):1-6
[91]杨小林.爆破对周围岩体的损伤与振动危害[D].博士后研究工作报告.北京:北方交通大学.2001
[92]刘慧.近距侧爆情况下马蹄形隧道动态响应特点的研究[J].爆炸与冲击.2000,20(2):175-181
[93]宋波,李悦.爆破作用对地下金属矿山围岩稳定性的影响[J].岩石力学与工程学报,2007:26(z1)
[94]李新平,张成良.复杂地下洞室群爆破地震波传播的现场试验研究[J].岩石力学与工程学报,2005:24(z1)
[95]杨年华、刘慧.近距离爆破引起的隧道周边振动场[J].工程爆破,2000:6(2)
[96]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)
[97]尹志政,张家生.厦门云顶隧道爆破监测与分析[J].中国安全科学学报.2005:15(9)
[98]张庆松,李术才.分岔隧道大拱段围岩稳定性监控与爆破振动效应分析[J].岩石力学与工程学报.2008,27(7):1462-1468
[99]张欣,李术才.爆破荷载作用下胶州湾海底隧道覆盖岩层稳定性分析[J].岩石力学与工程学报:2007,26(11)
[100]郭衍敬,徐帮树.爆破振动对海底隧道覆盖岩石的损伤研究[J].山东科技大学学报,2008:27(3)
[101]Anderson,O.L.and Grew,P C.Stress corrosion theory of crack propagation with application to geophysics,Rev.Geophys Space Phys 15,1977
[102]Atkinson B K,Meredith P G.Stress corrosion cracking of quartz:a note on the influence of chemical environment[J].Tectonophysics.1981.(77)
[103]Colback,P.S.B and Wild,B.L.lnflueace of moisture content on the compressive strength of rock.Proc.3rd Canadian Rock Mech.Symp.University of Toconto,I965.
[104]Larjtai,E.Z,Schmidtke.R.H,and Bielus,L.P.The effect of water on the time-dependent deformation and fracture of granite[J],Int.J.Rock Mech.Min.Sci,1987
[105]Yosbikawa,S and Mogi K.Kaiser effect of acoustic emission in rocks-influence of water and temperature disturbances.The 4th AE Symp.Tokyo.I978
[106]Liste J R,Kerr R C.Fluid-mechanical models of crack propagation and their application to magma transport in Dykes[J].J Geophys Res,1991,96(B6)
[107]Rebinder P A,SChreiner L A,Zhigach K F.Hardness reducers in drilling:a physico-chemical method of facilitating mechanical destruction of rocks during.Moscow:Akad Naunk,Tansl.By CSIRO,Melboune,Australia:1994.
[108]汤连生,张鹏程,王思敬.水-岩化学作用之岩石断裂力学效应的试验研究[J].岩石力学与工程学报,2002,21(6):22-27.
[109]汤连生,王思敬.水-岩化学作用对岩体变形破坏力学效应研究进展[J].地球科学进展,1999,14(5):433-439.
[110]汤连生,王思敬.岩石水化学损伤的机理及量化方法探讨[J].岩石力学与工程学报,2002,21(3):314-319.
[111]汤连生,张鹏程.岩体复合型裂纹的扩展规律Ⅰ:无水作用条件下[J].中山大学学报(自然科学版),2003:41(6)
[112]王绍鑫,张松林.水介质控制爆破及降低粉矿率研究.工程爆破文集(第四辑).北京:冶金工业出版社,1993
[113]Arild.palmstrom.The Challenge of Subsea Tunneling[J].Tunneling and Underground Space Technology,1994,9(2):145-150
[114]A.鲍姆等著.众智译.爆炸物理学[M].济南:科学出版社,1964
[115]Arild.palmstrom.Norwgian experience with subsea rock tunnels[J].Tunnels and water,Serrano(ed.),1989 Balkema,Rotlerdam
[116]周钟,王肖钧.水饱和岩石中爆炸应力波传播的数值模拟[J].爆炸与冲击.2005:25(4)
[117]李宁.爆破荷载的数值模拟与应用.岩石力学与工程学报[J].1994.Vol.13 No.4.357-364
[118]夏祥,李俊如.爆破荷载作用下岩体振动特征的数值模拟.岩土力学.2005,26(1):50-56
[119]彭道富,李忠献等.近距离爆破对既有隧道的振动影响[J],中国铁道科学.2005,26(4)
[120]中国科学院武汉岩土力学研究所,暗挖隧道方案最小安全顶板厚度研究,2002
[121]杨小林.岩石爆破损伤细观机理及力学特性研究[D].北京:中国矿业大学,1999
[122]Kutter H.K.and Fairhurst C.F.,On the Fracture Process in Blasting[J],Int.J.Rock Mech.Min.Sci.,1971,8:181-202
[123]Paine A.S.and Please C.P.,An Improved Model of Fracture Propagation by Gas During Rock Blasting-Some Analytical Results[J],Int.J.Rock Mech.Min.Sci.1994,31(6):699-706
[124]卢文波 陶振宇,爆生气体驱动的裂纹扩展速度研究[J],爆炸与冲击.1994,14(3):264-268
[125]库贵华,张少雄.断裂力学教程[M].西安:西北工业大学出版社,1994.
[126]阳友奎,肖长富,邱贤德等.水力压裂裂缝形态与缝内压力分布[J].重庆大学学报(自然科学版)1995(3)
[127]Paine A.S.and Please C.P.,Asymptotic Analysis of A Star Crack with A Central Hole[J],Int.J.Engng Sci,1993,31(6):893-898
[128]李贺,尹光志等.岩石断裂力学[M].重庆:重庆出版社.1987
[129]谢和平,陈忠辉.岩石力学[M].北京:科学出版社.2004
[130]易顺民,朱珍德.裂隙岩体损伤力学导论[M].北京:科学出版社.2005
[131]朱维申,李术才.节理岩体破坏机理和锚固效应及工程应用[M].北京:科学出版社.2001
[132]朱珍德,郭海庆.裂隙岩体水力学基础[M].北京:科学出版社.2007
[133]张金才,刘天泉.裂隙岩体渗透特征研究[J].煤炭学报,1997:22(5)
[134]张有天.岩石水力学与工程[M].北京:中国水利水电出版社.2005
[135]孙蓉琳,梁杏.裂隙岩体渗透系数确定方法综述[J].水文地质工程地质,2006(6):120-123
[136]沈荣喜 吴秀仪.海底隧道施工过程中突水风险研究[J].武汉理工大学学报.200832(3):385-388
[137]史雅语,金骥良,顾毅成.工程爆破实践[M].合肥:中国科学技术大学出版社,2002
[138]边克信,刘殿中.条形药包抛掷爆破的设计方法.土岩爆破论文集(2).冶金工业出版社,1985
[139]边克信等.露天大爆破[M].冶金工业出版社,1979
[140]崔新壮,陈士海等.在裂隙岩体中传播的应力波的衰减机理[J].工程爆破,1999,3,5(1)
[141]卢文波,朱传云等.条形药包的空腔发展过程模拟[J].爆炸与冲击,1996,4,16(2)
[142]秦明武.条形药包空腔爆破的应用及机理分析[J].爆炸与冲击,1990,1,10(1)
[143]龙源.条形装药土中爆炸冲击波及空腔的数值模拟[J].爆炸与冲击,1990,1,10(1)
[144]龙源,冯长根,徐全军等.爆破地震波在岩石介质中传播特性与数值计算研究[J].工程爆破,2000,9,6(3)
[145]黄华,郑长青.条形药包爆破作用的计算与分析[J].爆破,16(2).1999.2
[146]宗奇.岩石爆破的扩腔作用及能量消耗[J].煤炭学报,22(4).1997.
[147]傅洪贤.条形药包在隧道爆破中产生的应力场的实例分析[J].岩土力学.2009,30(2):483-486
[148]喻长智,古德生.炮孔堵塞长度的理论计算[J].矿冶工程,1999,12,19(4)
[149]喻长智,古德生.条形药包爆破冲击波作用区域的理论计算[J].矿冶工程,2000,12,20(4)
[150]王修勇,王树仁.宽孔距爆破破碎机理的研究[J].爆炸与冲击,1997,7,17(3)
[151]陈士海,李玉民,林从谋.条形装药爆破研究[J].1995,10,15(4)
[152]卢文波,朱传云等.条形药包的空腔发展过程模拟[J].爆炸与冲击,1996,4,16(2)
[153]杨年华.条形药包爆破现状与展望[J].爆炸与冲击,1994,7 14
[154]边克信,刘殿中,陶和彪.条形药包大爆破设计中的几个问题.工程爆破,1995,(1)
[155]朱德达.条形药包应用中的若干问题工程爆破论文集(5).中国地质大学出版社,1993
[156]冯叔瑜,金骥良,杨年华.延长药包爆破现状的分析研究.中国地质出版社:工程爆破论文集,(5),1993
[157]李术才,李树忱等.海底隧道最小岩石覆盖厚度确定方法研究[J].岩石力学与工程学报.2007:26(11)
[158]Starfied A.M,Pugliese J.M.Compression waves generated in rock by cylindrical explosive charges:a comparison between a computer model and measurements[J],Int.J.Rock Mech. Min.Sci.5:65-77,1968
[159]Neiman I.B.Modeling the explosion of a system of borehole charges in a scarp Soviet mining science,1987,(2)
[160]Adushkin V.V.Compression wave behavior with explosion of cylindrical charge in a solid medium[J].Soviet mining science,1987,(4)
[161]喻长智.岩石爆破混沌模型与条形药包爆破应力波衰减规律的研究[D].长沙:中南大学博士学位论文.2001
[162]杨年华.条形药包端部效应的研究[J].爆炸与冲击,1997,7,17(3)
[163]杨年华.条形药包爆破作用机理[D].铁科院博士论文,1994
[164]吉国栋,陈叶青,于亚伦等.条形药包爆炸应力场的全息动光弹研究[J].工程爆破,1999,12,5(4)
[165]邓志勇,高尔新.条形药包动光弹动云纹试验报告.铁道部科学研究院研究报告,1995,12
[166]张志毅,戈鹤川.条形药包土中爆炸模型试验报告.铁道部科学研究院研究报告,1995,12
[167]刘舍宁.条形药包鼓包运动速度的试验研究.铁道部科学研究院研究报告,1995,12
[168]徐国元.坚硬矿岩爆破破裂行为机理的研究[D],博士学位论文,长沙:中南工业大学,1995
[169]张志呈,定向断裂控制爆破[M].重庆:重庆出版社:2000
[170]郭峰.条形药包地震效应研究-条形药包硐室爆破技术及其特性的研究分报告Ⅱ.铁道部科学研究院报告,1995
[171]王梦恕,皇甫明.海底隧道修建中的关键问题[J].建筑科学与工程学报.2005:22(4)
[172]高庆.工程断裂力学[M].重庆:重庆大学出版杜.1985
[173]吉小明.隧道开挖的围岩损伤扰动带分析[J],岩石力学与工程学报,2005:24(10)
[174]何晓光,周传波.裂隙岩体爆破理论研究进展[J].辽宁科技学院学报.2005:7(4)
[175]P.Bossart,P.M.Meier,A.Moeri,T.Trick and J.Mayor,Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory[J],Eng.Geol.66(2002),pp.19-38
[176]中铁大桥勘测设计院有限公司.厦门东通道施工图设计阶段地质报告.2005
[177]张顶立.海底隧道不良地质体及结构界面的变形控制技术[J].岩石力学与工程学报.2007:26(11)
[178]陈炜韬,王明年.厦门海底隧道陆域段涌水原因分析[J].岩土工程学报.2008:30(3)
[179]张明聚,郜新军.海底隧道突水分析及其在翔安隧道中的应用[J].北京工业大学学报.2007:33(3)
[180]黄润秋,王贤能.深埋隧道涌水过程的水力劈裂作用分析[J].岩石力学与工程学报.2000:19(5)
[181]李宗利,张宏朝.岩石裂纹水力劈裂分析与临界水压计算[J].岩土力学.2005:26(8)
[182]王梦恕,李桧祥.米花岭隧道出口端的快速施工及机械化配套[J].世界隧道,1997:(1)
[183]张福清,罗琼.米花岭隧道施工[[J].隧道建设.1997:(4)
[2]谭忠盛,王梦恕.琼州海峡特路隧道可行性研究探讨[J].岩王工程学报,2002(2).139-143
[3]A.Palmstrom,A.Skogheim.New Milestones in Subsea Blasting at Water depth of 55 m [J].Tunneling and Underground Space Technology,2000,15(1):65-68
[4]周书明.挪威法大跨硬岩隧道的设计与施工模拟计算[J].岩石力学与工程学报,2001,20(zl):1055-106
[5]胡政才,余辉.挪威对海底隧道工程的研究[J].世界隧道.1995,(3).68-76
[6]吕明,Grφv E 等.挪威海底隧道经验[J].岩石力学与工程学报.2005,24(23):4219-4255
[7]Thor Skjeggedal.Per Bollingmo,Nick Barton and Ole Arntinn Opsabl,Norwegian Tunneling methods[J].Tunnels& Tunneling,1995,27(57):32-34
[8]N Barton,Norwegian Method of Tunneling[J],World Tunneling.1992.6.231-238
[9]杨年华,邓志勇,刘建亮.条形药包爆破应力场研究.铁道部科学研究院报告.1995,12
[10]钮强.岩石爆破机理[M],东北工学院出版社,1990
[11]Fourney.W.L.lth in 5nd Int.Sympom Rock Fragment by blasting,Lulea,Sweden,1983:505-531
[12]Taylor L.M.Chert E.P.and Kusmaul J.s.Microcrack-Induced Accumulation in brittle Rock under Dynamic Loading,Computer Method in applied mechnics and engineering 1986,and Vol.55:301-320
[13]Budiansky B.and O,Connell R,J.Elastic Moduli of Cracked Solid,Int.J.Solids,1977,Vol.12:81-87.
[14]Laws N.and Broskenbrough J.R.The Effect of Micro-crack System on The Loss of Stiffness of Brittle Solids.Int.structures,1987,Vol.23:1247-1268
[15]Ju J.W and Chen T.M.Effective Elastic Moduli of Two Dimensional Brittle Solids with Interacting Microcracks,J.APP.Mech,1994,Vol.61:349-357
[16]Huang Y.et al,A Generalzed Self-consistent Mechnics Method for Mocrocracked Solids,J.Mech.Phys Solids,1994,Vol.42:1273-1291
[17]Carvalho F.S.and Labus J.F.Experiments on effective Elastic Modulus of Two-dimensional Solids with Cracks and Holes,Int.J.Solids Structures,1996,Vol.33:4119-4130
[18]Hankamban R.and Krajcinovic D.A constitute Theory for Progressively Deteriorating Brittle Solids.Int.J.Solids Structures,1987,Vol.23:1521-1534
[19]Resende L.and Martion J.B.Parameter Identification in a Damage Model for Rock Mechnics.Int.J.Num.and Analy[J].Methods in geomech,1988,Vol.12:79-97
[20]Perie P.J.Determination of Fracture Mechnism by Miccrocopic Observation of Crack[J],Int.J.Rock Mech.Min.Sci.1991,Vol.28 No.1:21-35
[21]Dyskin A.V.and Germanovich L.N.A Model Crack Growth in micricracked Rock,Int.J.Rock Mech..Min.Sci.1993,Vol.30 No.7:813-820
[22]Wu S.and Chudnovsky.A.effect of Microcrack Array on Stress Intensity Factor of Main Crack,Int.J.Fracture 1993,Vol.59:41-52
[23]Lubara V.A.and Krajcinovic D.Damage Tensors and the Crack Density Distribution Int.J.Solids Structures,1993,Vol.30:2859-2877
[24]Freund C.B.and Lee Y.J.Observations on High Strain Rate Crack Growth Based on A Strip Yield Model,Int.J.Fracture 1990,Vol.42:261-276
[25]黄筑平等.材料的动态损伤和火效[J],力学进展.1993,Vol.23 N0.4:433-467
[26]Li Ning.Wave Propagation Problems in the Jointed Rock Mass,Press of Northwest University of Technology,1993
[27]Brinkman J.R.Separating Shock Waves and Gas Expansion Breakage,in 2nd Int.Sympom Rock Fragment by blasting,keystone,1987:6-15
[28]Brinkman J.R..An Experiment Study of the Effects of Shock and Gas Penetration in Blasting,in 3nd Int.Sympom Rock Fragment by blasting,Brisbane,1990:55-56
[29]黄理兴.类岩石材料爆破断裂机理的实验研究.第四届爆国际岩石爆破破碎国学术论文集,冶金工业出版社.1995:504-508
[30]Daehnke A.etal.Blast-induced Dynamic Fracture Propagation,in 5nd Int.Sympom Rock Fragment by blasting,Blakema,1996:13-18
[31]Nllson R.H.etal.Gas-Driven Fractures Propagatio,J.APP.Mech.,1981,Vol.48:757-762
[32]Nllson R.H.etal.Modelling of Gas-Driven Fractures Induced by Propellant Combustion Within a borehole,Int.J.Rock Mech..Min.Sci.1985,Vol.22 No.1:13-19
[33]Paine A.S.and Please C.P..An Improved Model of Fracture Propagatio by Gas During Rock Blasting-SomeAnalytical Resuits[J],Int.J.Rock Mech.Min.Sci.1994,Vol.31 No.6:669-706
[34]Valko P.and Economdes M.J.Propagation of Hydraulically Induced Fractures Acontinuum Damage Mechnics Approach[J],Int.J.Rock Mech.Min.Sci.1994,Vol.31 No.3:221-229
[35]Minchinton A.and Lynch P.M.Fragmentation and Heave Modelling Using a Coupled Element Gas Flow Code,in 5nd Int.Sympom Rock Fragment by blasting,Blakema,1996:71-80
[36]杨军.岩石爆破分形损伤模型研究[D].北京:中国矿业大学,1994
[37]张志呈,肖正学.裂隙岩体爆破技术[M].四川科学技术出版社,1999:成都
[38]Ash,R.L.PH.D.Symp.on Rock Mechnics,New York,1973:263-271
[39]Barker,D.B.20th U.S.Symp.on Rock Mechnics,Austrain,1979:119-121
[40]Rossmanith,H.P..Proc.Int.Symp.on Fracture and Damage of Concrete and Rock,Vienna,London,1993:356-365
[41]尚嘉兰,郭汉彦.岩体裂隙对应力传播的影响[J].防护工程学术交流会议论文集.1979:91-98
[42]王明洋,钱七虎.爆炸应力波通过节理裂隙带的衰减规律[J].岩土工程学报.1995,Vol.17,No.2:42-46
[43]李夕兵.论岩体软弱结构面对应力波传播的影响[J].爆炸与冲击.1993,Vol.13 No.4:334-342
[44]张奇,高金石.爆破理论与爆破优化[M].西安地图出版社,1992
[45]王绍鑫,张松林.水介质控制爆破及降低粉矿率研究工程爆破文集(第四辑).北京:冶金工业出版社,1993
[46]金星男.用水耦合装药爆破模型试验研究工程爆破文集(第二辑).北京:冶金工业出版社,1985
[47]陈士海,林从谋,水压爆破岩石的破坏特征[J].煤炭学报.1996:21(2)
[48]陈士海,试论风化含水岩石的爆破破碎机理[J].煤矿爆破.1997(2)
[49]汤连生,张鹏程.岩体复合型裂纹的扩展规律Ⅱ:有水作用条件下[J].中山大学学报(自然科学版),2003:42(1)
[50]汤连生,张鹏程.水作用下岩体断裂强度探讨[J].岩石力学与工程学报,2004:23(19)
[51]郑少河,姚海林.渗透压力对裂隙岩体损伤破坏的研究[J].岩土力学.2002:23(6)
[52]朱珍德.地下水对裂隙岩体强度的影响[J].山东科技大学学报(自然科学版).2000:19(1)
[53]李术才,朱维中.复杂应力状态下断续节理岩体断裂损伤机理研究及其应用[J].岩石力学与工程学报.1999:18(2)
[54]皇甫明.暗挖海底隧道围岩稳定性及支护结构受力特征的研究[D].北京:北京交通大学,2005
[55]关宝树,隧道力学概论[M].成都:西南交通大学出版社,1993
[56]徐干成,白洪才等.地下工程支护结构[M].北京:中国水利水电出版社,2002
[57]于学馥,郑颖人等编著.地下工程围岩稳定性分析[M].北京:煤炭工业出版社,1983
[58]蔡晓鸿,蔡勇平著.水工压力隧道结构应力计算[M].北京:中国水利水电出版社,2004
[59]张有天.地下结构的地下水荷载[J].工程力学增刊,1996
[60]张有大.岩石隧道衬砌外水压力问题的讨论[J].现代隧道技术,2003(3)
[61]王建宁.对隧道工程技术若干问题的质疑[J].现代隧道技术,2002增刊:11-17
[62]王建宇.再谈隧道衬砌水压力[J].现代隧道技术,2003(3)
[63]In-Mo Lee,Seok-Woo Nam.The study of seepage force acting on the tunnel lining and tunnel face in shallow tunnel.Tunnelling and Underground Space Tecnnology[J],2001,Vol.16:31-40
[64]张有天等.再论隧洞水荷载的静力计算[J].水利学报,1985(3)
[65]Antonio Bobet,Analytical solutions for shallow tunnel in saturated ground[J],Journal of engineering mechanics,2001,Vol.127,No.12:1258-1266
[66]王秀英.岩溶隧道堵水限排衬砌外水乐力及结构设计研究[D],北京:北京交通大学,2005
[67]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
[68]闰长斌,徐国元.爆破动荷载作用下围岩累积损伤效应声波测试研究[J].岩土工程学报,2007:29(7)
[69]谭海文.爆破空气冲击波对巷道围岩稳定性影响[J].黄金,1998:19(4)
[70]杨小林,侯爱军.隧道掘进爆破的损伤机理与振动危害[J].煤炭学报.2008:33(4)
[71]贾虎,徐颖.岩体开挖爆炸应力损伤范围研究[J].岩石力学与工程学报.2007:26(z1)
[72]熊海华、卢文波.龙滩水电站右岸导流洞爆破开挖工程中岩体损伤范围研究[J].岩土力学,2004:25(3)
[73]高金石,张继春.爆破破岩机理动力分析[J].金属矿山.1989(3)
[74]Heelan,P.A.Radiation form a cylindrical source of finite length[J],G eophysics,18:685-696
[75]J.E.White.Use of Reciprocity theorem for computation of low-frequency radiation patterns [J],Geophysics,1960,25(3):613-624
[76]Anas M.Abo.Zena.Radiation from a finite cylindrical explosive source[J].Geophysics,42(7):1384-1393.
[77]陈志刚,刘殿魁.SH波冲击下浅埋任意形孔洞的动力分析[J].地震工程与工程学报,2004,24(4):32-36
[78]王艳,刘殿魁.SH波入射时浅埋衬砌结构的动力分析[J].哈尔滨工程大学学报,2002,23(6):43-47
[79]王国庆,刘殿魁.SH波对浅埋相邻多个圆孔作用的动力分析[J].哈尔滨工程大学学报,2003
[80]易长平.研究了爆破振动对地下硐室的影响[D].武汉:武汉大学博士学位论文,2005
[81]史文谱,刘殿魁,林宏等.半无限空间中稳态P波在衬砌周围的散射[J].地震工程与工程学报,2002,22(3):19-25
[82]朱瑞赓,李铮.爆破地震波作用下岩石隧道的临界振动速度[A].土岩爆破文集(第二辑)[C].冶金工业出版社,1983,285-291
[83]朱瑞赓,李铮.爆破地震波作用下隧道的安全距离问题[J].地下工程,1981,(4):26-33
[84]边克信.爆破地震对地下构筑物的影响[J].有色金属,1981,(6):25-36
[85]郑际汪,陈理真.爆破荷载作用下隧道围岩稳定性分析[J],矿山压力与顶板管理.2004:No(4)
[86]肖福坤,孙豁然.爆破振动对巷道稳定性影响的模拟[J].分析矿业研究与开发.2004:24(5)
[87]田村重四郎,中村丰,加藤胜行.地下坑道中存在振源时围岩的振动分析方法[A]谭炳炎译.土木学会论文报告.1979,28(1):41-53
[88]刘国华,王振宇.爆破荷载作用下隧道的动态响应与抗爆分析[J],浙江大学学报(工学版).2004:38(2)
[89]G.W.Ma,H.Hao.Modeling of Wave Propagaiton Induced by U nderground Explosion [J].Computers and Geotechnics,1998,22(3):283-303
[90]阳生权.小线间距施工隧道爆破地震影响下既有隧道围岩线性动力分析[J].工程爆破.1998,4(1):1-6
[91]杨小林.爆破对周围岩体的损伤与振动危害[D].博士后研究工作报告.北京:北方交通大学.2001
[92]刘慧.近距侧爆情况下马蹄形隧道动态响应特点的研究[J].爆炸与冲击.2000,20(2):175-181
[93]宋波,李悦.爆破作用对地下金属矿山围岩稳定性的影响[J].岩石力学与工程学报,2007:26(z1)
[94]李新平,张成良.复杂地下洞室群爆破地震波传播的现场试验研究[J].岩石力学与工程学报,2005:24(z1)
[95]杨年华、刘慧.近距离爆破引起的隧道周边振动场[J].工程爆破,2000:6(2)
[96]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)
[97]尹志政,张家生.厦门云顶隧道爆破监测与分析[J].中国安全科学学报.2005:15(9)
[98]张庆松,李术才.分岔隧道大拱段围岩稳定性监控与爆破振动效应分析[J].岩石力学与工程学报.2008,27(7):1462-1468
[99]张欣,李术才.爆破荷载作用下胶州湾海底隧道覆盖岩层稳定性分析[J].岩石力学与工程学报:2007,26(11)
[100]郭衍敬,徐帮树.爆破振动对海底隧道覆盖岩石的损伤研究[J].山东科技大学学报,2008:27(3)
[101]Anderson,O.L.and Grew,P C.Stress corrosion theory of crack propagation with application to geophysics,Rev.Geophys Space Phys 15,1977
[102]Atkinson B K,Meredith P G.Stress corrosion cracking of quartz:a note on the influence of chemical environment[J].Tectonophysics.1981.(77)
[103]Colback,P.S.B and Wild,B.L.lnflueace of moisture content on the compressive strength of rock.Proc.3rd Canadian Rock Mech.Symp.University of Toconto,I965.
[104]Larjtai,E.Z,Schmidtke.R.H,and Bielus,L.P.The effect of water on the time-dependent deformation and fracture of granite[J],Int.J.Rock Mech.Min.Sci,1987
[105]Yosbikawa,S and Mogi K.Kaiser effect of acoustic emission in rocks-influence of water and temperature disturbances.The 4th AE Symp.Tokyo.I978
[106]Liste J R,Kerr R C.Fluid-mechanical models of crack propagation and their application to magma transport in Dykes[J].J Geophys Res,1991,96(B6)
[107]Rebinder P A,SChreiner L A,Zhigach K F.Hardness reducers in drilling:a physico-chemical method of facilitating mechanical destruction of rocks during.Moscow:Akad Naunk,Tansl.By CSIRO,Melboune,Australia:1994.
[108]汤连生,张鹏程,王思敬.水-岩化学作用之岩石断裂力学效应的试验研究[J].岩石力学与工程学报,2002,21(6):22-27.
[109]汤连生,王思敬.水-岩化学作用对岩体变形破坏力学效应研究进展[J].地球科学进展,1999,14(5):433-439.
[110]汤连生,王思敬.岩石水化学损伤的机理及量化方法探讨[J].岩石力学与工程学报,2002,21(3):314-319.
[111]汤连生,张鹏程.岩体复合型裂纹的扩展规律Ⅰ:无水作用条件下[J].中山大学学报(自然科学版),2003:41(6)
[112]王绍鑫,张松林.水介质控制爆破及降低粉矿率研究.工程爆破文集(第四辑).北京:冶金工业出版社,1993
[113]Arild.palmstrom.The Challenge of Subsea Tunneling[J].Tunneling and Underground Space Technology,1994,9(2):145-150
[114]A.鲍姆等著.众智译.爆炸物理学[M].济南:科学出版社,1964
[115]Arild.palmstrom.Norwgian experience with subsea rock tunnels[J].Tunnels and water,Serrano(ed.),1989 Balkema,Rotlerdam
[116]周钟,王肖钧.水饱和岩石中爆炸应力波传播的数值模拟[J].爆炸与冲击.2005:25(4)
[117]李宁.爆破荷载的数值模拟与应用.岩石力学与工程学报[J].1994.Vol.13 No.4.357-364
[118]夏祥,李俊如.爆破荷载作用下岩体振动特征的数值模拟.岩土力学.2005,26(1):50-56
[119]彭道富,李忠献等.近距离爆破对既有隧道的振动影响[J],中国铁道科学.2005,26(4)
[120]中国科学院武汉岩土力学研究所,暗挖隧道方案最小安全顶板厚度研究,2002
[121]杨小林.岩石爆破损伤细观机理及力学特性研究[D].北京:中国矿业大学,1999
[122]Kutter H.K.and Fairhurst C.F.,On the Fracture Process in Blasting[J],Int.J.Rock Mech.Min.Sci.,1971,8:181-202
[123]Paine A.S.and Please C.P.,An Improved Model of Fracture Propagation by Gas During Rock Blasting-Some Analytical Results[J],Int.J.Rock Mech.Min.Sci.1994,31(6):699-706
[124]卢文波 陶振宇,爆生气体驱动的裂纹扩展速度研究[J],爆炸与冲击.1994,14(3):264-268
[125]库贵华,张少雄.断裂力学教程[M].西安:西北工业大学出版社,1994.
[126]阳友奎,肖长富,邱贤德等.水力压裂裂缝形态与缝内压力分布[J].重庆大学学报(自然科学版)1995(3)
[127]Paine A.S.and Please C.P.,Asymptotic Analysis of A Star Crack with A Central Hole[J],Int.J.Engng Sci,1993,31(6):893-898
[128]李贺,尹光志等.岩石断裂力学[M].重庆:重庆出版社.1987
[129]谢和平,陈忠辉.岩石力学[M].北京:科学出版社.2004
[130]易顺民,朱珍德.裂隙岩体损伤力学导论[M].北京:科学出版社.2005
[131]朱维申,李术才.节理岩体破坏机理和锚固效应及工程应用[M].北京:科学出版社.2001
[132]朱珍德,郭海庆.裂隙岩体水力学基础[M].北京:科学出版社.2007
[133]张金才,刘天泉.裂隙岩体渗透特征研究[J].煤炭学报,1997:22(5)
[134]张有天.岩石水力学与工程[M].北京:中国水利水电出版社.2005
[135]孙蓉琳,梁杏.裂隙岩体渗透系数确定方法综述[J].水文地质工程地质,2006(6):120-123
[136]沈荣喜 吴秀仪.海底隧道施工过程中突水风险研究[J].武汉理工大学学报.200832(3):385-388
[137]史雅语,金骥良,顾毅成.工程爆破实践[M].合肥:中国科学技术大学出版社,2002
[138]边克信,刘殿中.条形药包抛掷爆破的设计方法.土岩爆破论文集(2).冶金工业出版社,1985
[139]边克信等.露天大爆破[M].冶金工业出版社,1979
[140]崔新壮,陈士海等.在裂隙岩体中传播的应力波的衰减机理[J].工程爆破,1999,3,5(1)
[141]卢文波,朱传云等.条形药包的空腔发展过程模拟[J].爆炸与冲击,1996,4,16(2)
[142]秦明武.条形药包空腔爆破的应用及机理分析[J].爆炸与冲击,1990,1,10(1)
[143]龙源.条形装药土中爆炸冲击波及空腔的数值模拟[J].爆炸与冲击,1990,1,10(1)
[144]龙源,冯长根,徐全军等.爆破地震波在岩石介质中传播特性与数值计算研究[J].工程爆破,2000,9,6(3)
[145]黄华,郑长青.条形药包爆破作用的计算与分析[J].爆破,16(2).1999.2
[146]宗奇.岩石爆破的扩腔作用及能量消耗[J].煤炭学报,22(4).1997.
[147]傅洪贤.条形药包在隧道爆破中产生的应力场的实例分析[J].岩土力学.2009,30(2):483-486
[148]喻长智,古德生.炮孔堵塞长度的理论计算[J].矿冶工程,1999,12,19(4)
[149]喻长智,古德生.条形药包爆破冲击波作用区域的理论计算[J].矿冶工程,2000,12,20(4)
[150]王修勇,王树仁.宽孔距爆破破碎机理的研究[J].爆炸与冲击,1997,7,17(3)
[151]陈士海,李玉民,林从谋.条形装药爆破研究[J].1995,10,15(4)
[152]卢文波,朱传云等.条形药包的空腔发展过程模拟[J].爆炸与冲击,1996,4,16(2)
[153]杨年华.条形药包爆破现状与展望[J].爆炸与冲击,1994,7 14
[154]边克信,刘殿中,陶和彪.条形药包大爆破设计中的几个问题.工程爆破,1995,(1)
[155]朱德达.条形药包应用中的若干问题工程爆破论文集(5).中国地质大学出版社,1993
[156]冯叔瑜,金骥良,杨年华.延长药包爆破现状的分析研究.中国地质出版社:工程爆破论文集,(5),1993
[157]李术才,李树忱等.海底隧道最小岩石覆盖厚度确定方法研究[J].岩石力学与工程学报.2007:26(11)
[158]Starfied A.M,Pugliese J.M.Compression waves generated in rock by cylindrical explosive charges:a comparison between a computer model and measurements[J],Int.J.Rock Mech. Min.Sci.5:65-77,1968
[159]Neiman I.B.Modeling the explosion of a system of borehole charges in a scarp Soviet mining science,1987,(2)
[160]Adushkin V.V.Compression wave behavior with explosion of cylindrical charge in a solid medium[J].Soviet mining science,1987,(4)
[161]喻长智.岩石爆破混沌模型与条形药包爆破应力波衰减规律的研究[D].长沙:中南大学博士学位论文.2001
[162]杨年华.条形药包端部效应的研究[J].爆炸与冲击,1997,7,17(3)
[163]杨年华.条形药包爆破作用机理[D].铁科院博士论文,1994
[164]吉国栋,陈叶青,于亚伦等.条形药包爆炸应力场的全息动光弹研究[J].工程爆破,1999,12,5(4)
[165]邓志勇,高尔新.条形药包动光弹动云纹试验报告.铁道部科学研究院研究报告,1995,12
[166]张志毅,戈鹤川.条形药包土中爆炸模型试验报告.铁道部科学研究院研究报告,1995,12
[167]刘舍宁.条形药包鼓包运动速度的试验研究.铁道部科学研究院研究报告,1995,12
[168]徐国元.坚硬矿岩爆破破裂行为机理的研究[D],博士学位论文,长沙:中南工业大学,1995
[169]张志呈,定向断裂控制爆破[M].重庆:重庆出版社:2000
[170]郭峰.条形药包地震效应研究-条形药包硐室爆破技术及其特性的研究分报告Ⅱ.铁道部科学研究院报告,1995
[171]王梦恕,皇甫明.海底隧道修建中的关键问题[J].建筑科学与工程学报.2005:22(4)
[172]高庆.工程断裂力学[M].重庆:重庆大学出版杜.1985
[173]吉小明.隧道开挖的围岩损伤扰动带分析[J],岩石力学与工程学报,2005:24(10)
[174]何晓光,周传波.裂隙岩体爆破理论研究进展[J].辽宁科技学院学报.2005:7(4)
[175]P.Bossart,P.M.Meier,A.Moeri,T.Trick and J.Mayor,Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory[J],Eng.Geol.66(2002),pp.19-38
[176]中铁大桥勘测设计院有限公司.厦门东通道施工图设计阶段地质报告.2005
[177]张顶立.海底隧道不良地质体及结构界面的变形控制技术[J].岩石力学与工程学报.2007:26(11)
[178]陈炜韬,王明年.厦门海底隧道陆域段涌水原因分析[J].岩土工程学报.2008:30(3)
[179]张明聚,郜新军.海底隧道突水分析及其在翔安隧道中的应用[J].北京工业大学学报.2007:33(3)
[180]黄润秋,王贤能.深埋隧道涌水过程的水力劈裂作用分析[J].岩石力学与工程学报.2000:19(5)
[181]李宗利,张宏朝.岩石裂纹水力劈裂分析与临界水压计算[J].岩土力学.2005:26(8)
[182]王梦恕,李桧祥.米花岭隧道出口端的快速施工及机械化配套[J].世界隧道,1997:(1)
[183]张福清,罗琼.米花岭隧道施工[[J].隧道建设.1997:(4)
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |