岩体开挖损伤区的表征及热-流-力耦合模型:研究现状及展望
摘要
地下岩体工程的开挖必然在巷道周边形成了开挖损伤区.认清开挖损伤区的物理力学性质及其时空演化规律,对于工程稳定性和安全性评价及支护参数优化是至关重要的.针对能源深部战略储备和核废料深部地下处置等工程问题,近年来岩体开挖损伤区表征及其热-流-力(THM)耦合模型方面取得了较大的进展.文中对岩体开挖损伤区的表征方法及岩体多场耦合模型的研究现状进行了综述和归纳,对其中的一些关键和热点问题进行了分析,并对今后需要开展的研究工作提出了一些看法.
引文
1董方庭.巷道围岩松动圈支护理论及应用技术.北京:煤炭工业出版社,2001
2钮强.岩石爆破机理.沈阳:东北工学院出版社,1990,53—70
3戴俊.岩石动力学特性与爆破理论.北京:冶金工业出版社,2002,80—85
4杨小林,员小有,吴忠,等.爆破损伤岩石力学特性的试验研究.岩石力学与工程学报,2001,20(4):436—439
5吉小明.隧道开挖的围岩损伤扰动带分析.岩石力学与工程学报,2005,24(10):1697—1702
6盛谦.深挖岩质边坡开挖扰动区与工程岩体力学性状研究.中国科学院武汉岩土力学研究所博士学位论文,2002
7董学晟,周火明.三峡永久船闸高边坡开挖扰动区工程岩体力学性状研究.武汉:湖北科学技术出版社,2003
8Tsang CF,Bernier F,Davies C.Geohydromechanical proces-ses in the Excavation Damaged Zone in crystalline rock,rock salt,andindurated and plastic clays-in the context of radioac-tive waste disposal.International Journal of Rock Mechanics and Mining Sciences,2005,42:109—125
9Bossart P,Meier PM,Moeri A,et al.Geological and hydrau-lic characterization of the excavation disturbed zoneinthe Opali-nus Clay of the Mont Terri Rock Laboratory.Engineering Geol-ogy,2002,66:19—38
10Hou Z.Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities.Inter-national Journal of Rock Mechanics and Mining Sciences,2003,40:725—738
11Souley M,Homand F,Pepa S,et al.Damage-induced perme-ability changes in granite:Acase example at the URLin Cana-da.International Journal of Rock Mechanics and Mining Sci-ences,2001,38:297—310
12Pusch R,Stanfors R.The zone of disturbance around blasted tunnels at depth.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Abstracts,1992,29(5):447—456
13黄涛,杨立中.渗流-应力-温度耦合下裂隙围岩隧道涌水量的预测.西南交通大学学报,1999,34(5):554—559
14周宏伟,谢和平,左建军.深部高地应力下岩石力学行为研究进展.力学进展,2005,35(1):91—99
15王明洋,周泽平,钱七虎.深部岩体的构造和变形与破坏问题.岩石力学与工程学报,2006,25(3):448—455
16何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究.岩石力学与工程学报,2005,24(16):2803—2813
17周辉,冯夏庭.岩石应力-水力-化学耦合过程研究进展.岩石力学与工程学报,2006,25(4):855—864
18贾颖绚,宋宏伟.巷道围岩松动圈测试技术与探讨.西部探矿工程,2004,101(10):148—150
19Autio J,Siitari-Kauppi M,Timonen J,et al.Determination of the porosity,permeability and diffusivity of rockinthe exca-vation-disturbed zone around full-scale deposition holes using the C-PMMA and He-gas methods.Journal of Contaminant Hydrology,1998,35:19—29
20Kelsall PC,Case JB,Chabannes CR.Evaluation of excava-tion-induced changes in rock permeability.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Ab-stracts,1984,21(3):123—135
21孙蓉琳,梁杏,靳孟贵.基于野外水力试验的玄武岩渗透性及尺度效应.岩土力学,2006,27(9):1490—1494
22Jing L,Tsang,CF,Stephansson O.DECOVALEX-Aninter-national cooperative research project on mathematical models of coupled THMprocesses for safety analysis of radioactive waste repositories.International Journal of Rock Mechanics and Min-ing Sciences and Geomechanical Abstracts,1995,32(5):389—398
23Tsang CF,Jing L,Setphansson O,et al.The DECOVALEX III project:Asummary of activities and lessons learned.Inter-national Journal of Rock Mechanics and Mining Sciences,2005,42:593—610
24Rutqvist J,Borgesson L,Chijimatsu M,et al.Coupled ther-mo-hydro-mechanical analysis of a heater test in fractured rock and bentonite at Kamaishi Mine-comparison of field results to predictions of four finite element codes.International Journal of Rock Mechanics&Mining Sciences,2001,38:129—142
25Rutqvist J,Borgesson L,Chijimatsu M,et al.Thermohydro-mechanics of partially saturated geological media:Governing equations and formulation of four finite element models.Inter-national Journal of Rock Mechanics&Mining Sciences,2001,38:105—127
26Rutqvist J,Tsang CF.Analysis of thermal-hydrologic-mechan-ical behavior near an emplacement drift at Yucca Mountain.Journal of Contaminant Hydrology,2003,62—63:637—652
27Chan T,Khair K,Jing L,et al.International comparison coupled of thermo-hydro-mechanical models of multiple-fracture bench mark problem:DECOVALEX phase1,bench mark test2.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Abstracts,1995,32(5):435—452
28Young RP,Martin CD.Potential role of acoustic emission/microseismicity investigations in the site characterization and performance monitoring of nuclear waste repositories.Interna-tional Journal of Rock Mechanics and Mining Sciences&Geo-mechanical Abstracts,1993,30(7):797—803
29Falls SD,Young RP.Acoustic emission and ultrasonic-velocity methods used to characterize the excavation disturbance associ-ated with deep tunnels in hard rock.Tectonophysics,1998,289:1—15
30Thompson PM,Martino JB,Spinney MH.Detailed measure-ments of deformationin the excavation disturbed zone.Interna-tional Journal of Rock Mechanics and Mining Sciences&Geo-mechanical Abstracts,1993,30(7):1511—1514
31Read RS.20years of excavation response studies at AECL’s Underground Research Laboratory.International Journal of Rock Mechanics&Mining Sciences,2004,41:1251—1275
32Martino JB,Chandler NA.Excavation-induced damage studies at the Underground Research Laboratory.International Journal of Rock Mechanics and Mining Sciences,2004,41:1413—1426
33Pettitt WS,Baker C,Young RP,et al.The assessment of damage around critical engineering structures usinginduced seis-micity and ultrasonic techniques.Pure and Applied Geophysics,2002,159(1—3):179—195
34Hinds JJ,Bodvarsson GS,Nieder-Westermann GH.Concep-tual evaluation of the potential role of fractures in unsaturated processes at Yucca Mountain.Journal of Contaminant Hydrolo-gy,2003,62—63:111—132
35Rutqvist J,Tsang CF.Analysis of thermal-hydrologic-mechan-ical behavior near an emplacement drift at Yucca Mountain.Journal of Contaminant Hydrology,2003,62—63:637—652
36Li GM,Tsang CF.Seepage into drifts with mechanical degra-dation.Journal of Contaminant Hydrology,2003,62—63:157—172
37Bossart P,Meier PM,Moeri A,et al.Geological and hydrau-lic characterization of the excavation disturbed zoneinthe Opali-nus Clay of the Mont Terri Rock Laboratory.Engineering Geol-ogy,2002,66:19—38
38Chijimatsu M,Fujita T,Sugita Y,et al.Field experiment,results and THM behavior in the Kamaishimine experiment.International Journal of Rock Mechanics and Mining Sciences,2001,38(1):67—78
39Nguyen TS,Borgesson L,Chijimatsu M,et al.Hydro-me-chanical response of a fractured granitic rock mass to excavation of a test pit-the Kamaishi Mine experiment in Japan.Interna-tional Journal of Rock Mechanics and Mining Sciences,2001,38(1):79—84
40Lockner D.The role of acoustic-emission in the study of rock fracture.International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1993,30(7):883—899
41唐春安.岩石破裂过程中的灾变.北京:煤炭工业出版社,1993
42张明,李仲奎,杨强,等.准脆性材料声发射的损伤模型及统计分析.岩石力学与工程学报,2006,25(12):2493—2501
43樊运晓.单轴压缩实验下裂纹闭合阶段岩石KAISER效应的研究.岩石力学与工程学报,2001,20(6):793—796
44陈忠辉,唐春安,徐小荷.岩石声发射KAISER效应的理论和实验研究.中国有色金属学报,1997,7(1):9—12
45陈枫,孙宗颀,徐纪成.岩石压剪断裂过程中的超声波波谱特性研究.工程地质学报,2000,8(2):164—168
46吴刚,赵震洋.不同应力状态下岩石类材料破坏的声发射特性.岩土工程学报,1998,20(2):82—85
47陈文化,景立平,徐兵.岩石声发射监测技术应用分析——对三峡水利枢纽运行时库区内滑坡实时动态监测的建议.自然灾害学报,1999,8(2):103—109
48唐绍辉,吴壮军.岩石声发射活动规律的理论与实验研究.矿业研究与开发,2000,20(1):16—18
49李俊平,余志雄,周创兵,等.水力耦合下岩石的声发射特征试验研究.岩石力学与工程学报,2006,25(3):492—498
50万志军,李学华,刘长友.加载速率对岩石声发射活动的影响.辽宁工程技术大学学报,2001,20(4):469—471
51巴晶,刘力强,马胜利.岩石力学试验中的声发射源定位技术.无损检测,2004,26(7):342—348
52王更峰.基于小波分析的岩石声发射信号处理技术.矿业工程,2006,4(5):11—14
53逄焕东,张兴民,姜福兴.岩石类材料声发射事件的波谱分析.煤炭学报,2004,29(5):540—544
54姜福兴,Xun Luo.微震监测技术在矿井岩层破裂监测中的应用.岩土工程学报,2002,24(2):147—149
55逄焕东,姜福兴,张兴民.微地震监测技术在矿井灾害防治中的应用.金属矿山,2004,12:58—61
56张银平.岩体声发射与微震监测定位技术及其应用.工程爆破,2002,8(1):58—61
57刘国清.基于声发射的岩体工程灾害微震监测系统.采矿技术,2005,5(1):38—39
58徐东强,单晓云,甄在学.双向压缩下岩石声发射特性损伤力学分析.矿山压力与顶板管理,2000,3:82—84
59朱传云,喻胜春.爆破引起岩体损伤的判别方法研究.工程爆破,2001,7(1):12—16
60Ohtsu M,Watanabe H.Quantitative damage estimation of concrete by acoustic emission.Construction and Building Mate-rials,2001,15:217—224
61Shigeishi M,Ohtsu M.Acoustic emission moment tensor anal-ysis:Development for crackidentificationin concrete materials.Construction and Building Materials,2001,15:311—319
62Landis EN.Micro-macro fracture relationships and acoustic emissions in concrete.Construction and Building Materials,1999,13:65—72
63Cai M,Kaiser PK.Assessment of excavation damaged zone using a micromechanical model.Tunnelling and Underground Space Technology,2005,20:301—310
64Eberhardt E,Stead D,Stimpson B,et al.Identifying crack initiation and propagation thresholds in brittle rock.Canadian Geotechanical Journal,1998,35(2):222—233
65Diederichs MS.Kaiser PK,Eberhardt E.Damage initiation and propagationin hard rock during tunneling and the influence of near-face stress rotation.International Journal of Rock Me-chanics and Mining Sciences,2004,41:785—812
66Kang Yumei,Tang Chun’an,Bian Jingmei,et al.Improved algorithmfor ground motioninversion and structural parameters identification.Proceedings of2006(Shenyang)Proceeding of the International Colloquium on Safety Science and Technology.(ISBN7-5381-4821-3),2006:117—121
67Kang Yumei,Tang Chun’an,Liang Zhengzhao,et al.Nu-merical simulation on AE characteristics of rock and concrete materials.Key Engineering Materials,2006,353—358;961—964
68康玉梅,白泉,陈百玲,等.基于广义逆理论的转角信息重构近似算法.东北大学学报,2006,27(3):316—319
69Lemaitre J,Cheboche JL.A non-linear model of creep-fatigue damage cul mination and interaction,Mechanics of visco-elastic media and bodies,In:Hult J.editors.Proc.I UTAMSympo-sium,1975,291—292
70村上澄男.大野信忠.微观的空けきにょぉた有效面积の减小を阳に表しだ多轴ァソヘゴ损伤变数.日本机械学会论文集(A编).昭和54年,46:409
71袁建新.岩体损伤问题.岩土力学,1993,14(1):1—31
72李树茂,齐伟,刘红帅.岩体损伤力学理论进展.世界地质,2001,20(1):73—78
73凌建明.节理裂隙岩体损伤力学研究中的若干问题.力学进展,1994,25(2):257—263
74朱万成,唐春安,杨天鸿,等.岩石破裂过程分析(RFPA2D)系统的细观单元本构关系及验证.岩石力学与工程学报,2003,22(1):24—29
75Zhu WC,Tang CA.Numerical simulation on shear fracture process of concrete using mesoscopic mechanical model.Con-struction and Building Materials,2002,16(8):453—463
76Zhu WC,Teng JG,Tang CA.Numerical simulation of strength envelope and fracture patterns of concrete under biaxial loading.Magazine of Concrete Research,2002,54(6):395—409
77朱万成,唐春安,黄志平,等.静态和动载荷作用下岩石劈裂破坏模式的数值模拟.岩石力学与工程学报,2005,24(1):1—7
78唐春安,于广明,刘红元,等.采动岩体破裂与岩层移动数值试验.长春:吉林大学出版社,2003
79朱万成,左宇军,尚世明,等.动态扰动触发深部巷道发生失稳破裂的数值模拟.岩石力学与工程学报,2007,26(5):915—921
80Oda M.Modern developments in rock structure characterization.In:Comprehensive Rock Engineering,1993,1:185—200
81Germanovich LN.Percolation theory,Thermoelasticity and discrete hydrothermal venting in the earth’s crust.Science,1992,255(3):1564—1566
82Martin JT.On thermoelasticity and silicica precipitation in hy-drothermal systems:Numerical modeling of laboratory experi-ments.Journal of Geophysical Research,1997,102(B6):12095—12107
83寇绍全.热开裂损伤对花岗岩变形及破坏特性的影响.力学学报,1987,19(6):550—556
84张静华,王靖涛,赵爱国.高温下花岗岩断裂特征的研究.岩土力学,1987,8(4):11—16
85王绳祖.高温高岩石力学—历史、现状、展望.地球物力学进展,1995,10(4):1—10
86Wang HF,Bonner B.Thermal stress cracking in granite.Journal of Geophysical Research,1989,94(B2):1745—1758
87陈颙,吴晓东,张福勤.岩石热开裂的实验研究.科学通报,1999,4(8):880—883
88谭启,骆循,李仕雄,等.岩石热破裂研究进展评述.露天采矿技术,2006,6:16—19
89David C,Menendez B,Darot M.Influence of stress-induced and thermal cracking on physical properties and microstructure of La Peyratte granite.International Journal of Rock Mechanics and Mining Sciences,1999,36:433—448
90ReuschléT,Haore SG,Darot M.The effect of heating on the microstructural evolution of La Peyratte granite deduced from acoustic velocity measurements.Earth and Planetary Science Letters,2006,243:692—700
91刘泉声,许锡昌.温度作用下脆性岩石的损伤分析.岩石力学与工程学报,2000,19(4):408—411
92王青海,田瑛.中低放核废料地下处置对围岩介质(花岗岩体)温度场的影响.地质灾害与环境保护,1997.12,8(4):54—58
93陈剑文,杨春和,高小平,等.盐岩温度与应力耦合损伤研究.岩石力学与工程学报,2005,24(11):1986—1991
94席道瑛,谢端,易良坤.温度对岩石模量和波速的影响.岩石力学与工程学报,1998.11,17(增):802—807
95唐世斌,唐春安,朱万成,等.热应力作用下的岩石破裂过程分析.岩石力学与工程学报,2006,25(10):2071—2078
96仵颜卿,张卓元.岩体水力学导论.成都:西南交通大学出版社,1995
97Paterson S.Experimental Deformation of Rocks:The Brittle Field.Berlin:Springer,1978
98Li SP,Wu DX.Effect of confining pressure,pore pressure and specimen dimension on permeability of Yinzhuang sand-stone.International Journal of Rock Mechanics and Mining Sci-ences,1997,34(3/4):435—441
99Zoback MD,Byerlee JD.The effect of microcracks dilatancy on the permeability of Westerly granite.Journal of Geophysical Research,1975,80:752—755
100Schulze O,Popp T,Kern H.Development of damage and per-meability in deforming rock salt.Engineering Geology,2001,61:163—180
101Oda MT,Takemura A,Aoki T.Damage growth and permea-bility change in triaxial compression tests of Inada granite.Me-chanics of Materials,2002,34:313—331
102Schulze O,Popp T,Kern H.Development of damage and per-meability in deforming rock salt.Engineering Geology,2001,61:163—180
103韩宝平,冯启言,等.全应力应变过程中碳酸盐岩渗透性研究.工程地质学报,2000,8(2):127—128
104李树刚,徐精彩.软煤样渗透特性的电液伺服试验研究.岩土工程学报,2001,23(1):68—70
105姜振泉,季梁军.岩石全应力应变过程渗透性试验研究.岩土工程学报,2001,23(2):153—156
106Zhu W,Wong TF.The transitionfrombrittle faultingto cata-clastic flow:Permeability evolution.Journal of Geophysical Re-search,1997,102(B2):3027—3041
107Wang JA,Park HD.Fluid permeability of sedimentary rocks in a complete stress-strain process.Engineering Geology,2002,63:291—300
108杨栋,赵阳升.裂隙底板采场流固耦合作用的数值模拟.煤炭学报,1998,23(1):37—41
109Wang JA,Park HD.Coal mining above a confined aquifer.In-ternational Journal of Rock Mechanics and Mining Sciences,2003,40(4):537—551
110郑少河,朱维申,王书法.承压水上采煤的流固耦合问题研究.岩石力学与工程学报,2000,(7):421—424
111Wu Q,Wang M,Wu X.Investigations of groundwater burst-inginto coal mine seam floors from fault zones.International Journal of Rock Mechanics and Mining Sciences,2004,41:557—571
112Zhang JC,Shen BH.ACoal mining under aquifersin China:A case study.International Journal of Rock Mechanics and Mining Sciences,2004,41:629—639
113Valko P,Economides MJ.Propagation of hydraulicallyinduced fractures-a continuumdamage mechanics approach.Internation-al Journal of Rock Mechanics and Mining Sciences and Geome-chanics Abstracts,1994,31(3):221—229
114王媛.裂隙岩体渗流与应力耦全分析的四自由度全耦合法.水利学报,1998,(7):55—59
115陈平,张有天.裂隙岩体渗流与应力耦合分析.岩石力学与工程学报,1994,13(4):299—308
116杨延毅,周维垣.裂隙岩体的渗流-损伤耦合分析模型及其工程应用.水力学报,1991,5:19—27
117杨太华,曾德顺.三峡船闸高边坡裂隙岩体的渗流损伤特征.中国地质灾害与防治学报,1997,8(2):13—18
118朱珍德,孙钧.裂隙岩体非稳定渗流场与损伤场耦合分析模型.水文地质工程地质,1999,26(2):35—42
119郑少河,朱维申.裂隙岩体渗流损伤耦合模型的理论分析.岩石力学与工程学报,2001,20(2):156—159
120柴军瑞,仵彦卿.岩体渗流与应力相互作用关系综述.第六届岩石力学与工程会议论文集.武汉:2000.11,366—368
121盛金昌,速宝玉.裂隙岩体渗流应力耦合研究综述.岩土力学,1998,2:92—98
122Tang CA,Tham LG,Lee PKK,et al.Coupled analysis of flow,stress and damage(FSD)in rock failure.International Journal of Rock Mechanics and Mining Sciences,2002,39:477—489
123朱万成,康玉梅,杨天鸿,等.基于数字图像的岩石非均匀性表征技术在流固耦合分析中的应用.岩土工程学报,2006,28(12):2087—2091
124Zhu WC,Liu J,Yang TH,et al.Effects of local rock hetero-geneities on the hydromechanics of fractured rocks using a digit-al-image-based technique.International Journal of Rock Me-chanics and Mining Sciences,2006,43(8):1182—1199
125杨天鸿,唐春安,朱万成.岩石破裂过程渗流与应力耦合分析.岩土工程学报,2001,23(4):489—493
126杨天鸿,唐春安,刘红元,等.承压水底板突水失稳过程的数值模型初探.地质力学学报,2003,9(3):281—287
127Noorishad J,Tsang CF,Witherspoon PA.Coupled thermal-hydraulic-mechanical phenomena in saturated fractured porous rocks:Numerical approach.Journal of Geophysical Research,1984,89:10365—10373
128Tsang CF.Coupled Processes Associated with Nuclear Waste Repositories.New York:Academic Press,1987
129Tsang CF.Coupled thermomechanical and hydrochemical processes in tock fractures.Review of Geophysics,1991,29:537—548
130Stephansson O,Jing L,Tsang CF.Coupled Thermohydro-Mechanical Processes of Fractured Media.Rotterdam:Elsevi-er,1996
131刘亚晨,吴玉山,刘泉声.核废料贮存裂隙岩体耦合分析研究综述.地质灾害与环境保护,1999,10(3):72—78
132韦立德,杨春和.考虑饱和—非饱和渗流、温度和应力耦合的三维有限元程序研制.岩土力学,2005,26(6):1000—1004
133赵阳升,胡耀青.高温岩体地热开发的块裂介质固流热耦合三维数值模拟.岩石力学与工程学报,2002,21:1751—1755
134赖远明,刘松玉.寒区挡土墙温度场、渗流场和应力场耦合问题的非线性分析.土木工程学报,2003,36(6):88—95
135李宁,陈波,党发宁.裂隙岩体介质温度、渗流、变形耦合模型与有限元解析.自然科学进展,2000,10(8):722—728
136黄涛.裂隙岩体渗流-应力-温度耦合作用研究.岩石力学与工程学报,2002,21(1):77—82
137柴军瑞,仵彦卿.耦合水头梯度、温度梯度及应力影响的一维渗流模型分析.岩土力学与工程学报,2001,20(s1):1026—1028
138孔祥言,李道伦,徐献芝,等.热-流-固耦合渗流的数学模型研究.水动力学研究与进展,2005,20(2):269—275
139刘建军,冯夏庭.我国油藏渗流-温度-应力耦合的研究进展.岩土力学,2003,24(增2):645—650
140吉小明.饱和多孔岩体中温度场渗流场应力场耦合分析.广东工业大学学报,2006,23(3):46—53
141杨立中,黄涛.初论环境地质中裂隙岩体渗流-应力-温度耦合作用研究.水文地质工程地质,2000,(2):33—35
142柴军瑞,韩群柱.岩体渗流场与温度场耦合的连续介质模型.地下水,1997,19(2):59—62
143冯夏庭,丁梧秀.应力-水流-化学耦合下岩石破裂全过程的细观力学试验.岩石力学与工程学报,2005,24(9):1465—1473
144Zhu WC,Liu J,Elsworth D,et al.Tracer transport in a frac-tured chalk:X-ray ct characterization and digital-image-based(DIB)simulation.Transport in Porous Media,2007,70(1):25—42
145Zhu WC,Liu J,Sheng JC,et al.Analysis of coupled gas flow and deformation process with desorption and Klinkenberg effects in coal seam.International Journal of Rock Mechanics and Mining Sciences,2007,44(7):971—980
2钮强.岩石爆破机理.沈阳:东北工学院出版社,1990,53—70
3戴俊.岩石动力学特性与爆破理论.北京:冶金工业出版社,2002,80—85
4杨小林,员小有,吴忠,等.爆破损伤岩石力学特性的试验研究.岩石力学与工程学报,2001,20(4):436—439
5吉小明.隧道开挖的围岩损伤扰动带分析.岩石力学与工程学报,2005,24(10):1697—1702
6盛谦.深挖岩质边坡开挖扰动区与工程岩体力学性状研究.中国科学院武汉岩土力学研究所博士学位论文,2002
7董学晟,周火明.三峡永久船闸高边坡开挖扰动区工程岩体力学性状研究.武汉:湖北科学技术出版社,2003
8Tsang CF,Bernier F,Davies C.Geohydromechanical proces-ses in the Excavation Damaged Zone in crystalline rock,rock salt,andindurated and plastic clays-in the context of radioac-tive waste disposal.International Journal of Rock Mechanics and Mining Sciences,2005,42:109—125
9Bossart P,Meier PM,Moeri A,et al.Geological and hydrau-lic characterization of the excavation disturbed zoneinthe Opali-nus Clay of the Mont Terri Rock Laboratory.Engineering Geol-ogy,2002,66:19—38
10Hou Z.Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities.Inter-national Journal of Rock Mechanics and Mining Sciences,2003,40:725—738
11Souley M,Homand F,Pepa S,et al.Damage-induced perme-ability changes in granite:Acase example at the URLin Cana-da.International Journal of Rock Mechanics and Mining Sci-ences,2001,38:297—310
12Pusch R,Stanfors R.The zone of disturbance around blasted tunnels at depth.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Abstracts,1992,29(5):447—456
13黄涛,杨立中.渗流-应力-温度耦合下裂隙围岩隧道涌水量的预测.西南交通大学学报,1999,34(5):554—559
14周宏伟,谢和平,左建军.深部高地应力下岩石力学行为研究进展.力学进展,2005,35(1):91—99
15王明洋,周泽平,钱七虎.深部岩体的构造和变形与破坏问题.岩石力学与工程学报,2006,25(3):448—455
16何满潮,谢和平,彭苏萍,等.深部开采岩体力学研究.岩石力学与工程学报,2005,24(16):2803—2813
17周辉,冯夏庭.岩石应力-水力-化学耦合过程研究进展.岩石力学与工程学报,2006,25(4):855—864
18贾颖绚,宋宏伟.巷道围岩松动圈测试技术与探讨.西部探矿工程,2004,101(10):148—150
19Autio J,Siitari-Kauppi M,Timonen J,et al.Determination of the porosity,permeability and diffusivity of rockinthe exca-vation-disturbed zone around full-scale deposition holes using the C-PMMA and He-gas methods.Journal of Contaminant Hydrology,1998,35:19—29
20Kelsall PC,Case JB,Chabannes CR.Evaluation of excava-tion-induced changes in rock permeability.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Ab-stracts,1984,21(3):123—135
21孙蓉琳,梁杏,靳孟贵.基于野外水力试验的玄武岩渗透性及尺度效应.岩土力学,2006,27(9):1490—1494
22Jing L,Tsang,CF,Stephansson O.DECOVALEX-Aninter-national cooperative research project on mathematical models of coupled THMprocesses for safety analysis of radioactive waste repositories.International Journal of Rock Mechanics and Min-ing Sciences and Geomechanical Abstracts,1995,32(5):389—398
23Tsang CF,Jing L,Setphansson O,et al.The DECOVALEX III project:Asummary of activities and lessons learned.Inter-national Journal of Rock Mechanics and Mining Sciences,2005,42:593—610
24Rutqvist J,Borgesson L,Chijimatsu M,et al.Coupled ther-mo-hydro-mechanical analysis of a heater test in fractured rock and bentonite at Kamaishi Mine-comparison of field results to predictions of four finite element codes.International Journal of Rock Mechanics&Mining Sciences,2001,38:129—142
25Rutqvist J,Borgesson L,Chijimatsu M,et al.Thermohydro-mechanics of partially saturated geological media:Governing equations and formulation of four finite element models.Inter-national Journal of Rock Mechanics&Mining Sciences,2001,38:105—127
26Rutqvist J,Tsang CF.Analysis of thermal-hydrologic-mechan-ical behavior near an emplacement drift at Yucca Mountain.Journal of Contaminant Hydrology,2003,62—63:637—652
27Chan T,Khair K,Jing L,et al.International comparison coupled of thermo-hydro-mechanical models of multiple-fracture bench mark problem:DECOVALEX phase1,bench mark test2.International Journal of Rock Mechanics and Mining Sciences and Geomechanical Abstracts,1995,32(5):435—452
28Young RP,Martin CD.Potential role of acoustic emission/microseismicity investigations in the site characterization and performance monitoring of nuclear waste repositories.Interna-tional Journal of Rock Mechanics and Mining Sciences&Geo-mechanical Abstracts,1993,30(7):797—803
29Falls SD,Young RP.Acoustic emission and ultrasonic-velocity methods used to characterize the excavation disturbance associ-ated with deep tunnels in hard rock.Tectonophysics,1998,289:1—15
30Thompson PM,Martino JB,Spinney MH.Detailed measure-ments of deformationin the excavation disturbed zone.Interna-tional Journal of Rock Mechanics and Mining Sciences&Geo-mechanical Abstracts,1993,30(7):1511—1514
31Read RS.20years of excavation response studies at AECL’s Underground Research Laboratory.International Journal of Rock Mechanics&Mining Sciences,2004,41:1251—1275
32Martino JB,Chandler NA.Excavation-induced damage studies at the Underground Research Laboratory.International Journal of Rock Mechanics and Mining Sciences,2004,41:1413—1426
33Pettitt WS,Baker C,Young RP,et al.The assessment of damage around critical engineering structures usinginduced seis-micity and ultrasonic techniques.Pure and Applied Geophysics,2002,159(1—3):179—195
34Hinds JJ,Bodvarsson GS,Nieder-Westermann GH.Concep-tual evaluation of the potential role of fractures in unsaturated processes at Yucca Mountain.Journal of Contaminant Hydrolo-gy,2003,62—63:111—132
35Rutqvist J,Tsang CF.Analysis of thermal-hydrologic-mechan-ical behavior near an emplacement drift at Yucca Mountain.Journal of Contaminant Hydrology,2003,62—63:637—652
36Li GM,Tsang CF.Seepage into drifts with mechanical degra-dation.Journal of Contaminant Hydrology,2003,62—63:157—172
37Bossart P,Meier PM,Moeri A,et al.Geological and hydrau-lic characterization of the excavation disturbed zoneinthe Opali-nus Clay of the Mont Terri Rock Laboratory.Engineering Geol-ogy,2002,66:19—38
38Chijimatsu M,Fujita T,Sugita Y,et al.Field experiment,results and THM behavior in the Kamaishimine experiment.International Journal of Rock Mechanics and Mining Sciences,2001,38(1):67—78
39Nguyen TS,Borgesson L,Chijimatsu M,et al.Hydro-me-chanical response of a fractured granitic rock mass to excavation of a test pit-the Kamaishi Mine experiment in Japan.Interna-tional Journal of Rock Mechanics and Mining Sciences,2001,38(1):79—84
40Lockner D.The role of acoustic-emission in the study of rock fracture.International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1993,30(7):883—899
41唐春安.岩石破裂过程中的灾变.北京:煤炭工业出版社,1993
42张明,李仲奎,杨强,等.准脆性材料声发射的损伤模型及统计分析.岩石力学与工程学报,2006,25(12):2493—2501
43樊运晓.单轴压缩实验下裂纹闭合阶段岩石KAISER效应的研究.岩石力学与工程学报,2001,20(6):793—796
44陈忠辉,唐春安,徐小荷.岩石声发射KAISER效应的理论和实验研究.中国有色金属学报,1997,7(1):9—12
45陈枫,孙宗颀,徐纪成.岩石压剪断裂过程中的超声波波谱特性研究.工程地质学报,2000,8(2):164—168
46吴刚,赵震洋.不同应力状态下岩石类材料破坏的声发射特性.岩土工程学报,1998,20(2):82—85
47陈文化,景立平,徐兵.岩石声发射监测技术应用分析——对三峡水利枢纽运行时库区内滑坡实时动态监测的建议.自然灾害学报,1999,8(2):103—109
48唐绍辉,吴壮军.岩石声发射活动规律的理论与实验研究.矿业研究与开发,2000,20(1):16—18
49李俊平,余志雄,周创兵,等.水力耦合下岩石的声发射特征试验研究.岩石力学与工程学报,2006,25(3):492—498
50万志军,李学华,刘长友.加载速率对岩石声发射活动的影响.辽宁工程技术大学学报,2001,20(4):469—471
51巴晶,刘力强,马胜利.岩石力学试验中的声发射源定位技术.无损检测,2004,26(7):342—348
52王更峰.基于小波分析的岩石声发射信号处理技术.矿业工程,2006,4(5):11—14
53逄焕东,张兴民,姜福兴.岩石类材料声发射事件的波谱分析.煤炭学报,2004,29(5):540—544
54姜福兴,Xun Luo.微震监测技术在矿井岩层破裂监测中的应用.岩土工程学报,2002,24(2):147—149
55逄焕东,姜福兴,张兴民.微地震监测技术在矿井灾害防治中的应用.金属矿山,2004,12:58—61
56张银平.岩体声发射与微震监测定位技术及其应用.工程爆破,2002,8(1):58—61
57刘国清.基于声发射的岩体工程灾害微震监测系统.采矿技术,2005,5(1):38—39
58徐东强,单晓云,甄在学.双向压缩下岩石声发射特性损伤力学分析.矿山压力与顶板管理,2000,3:82—84
59朱传云,喻胜春.爆破引起岩体损伤的判别方法研究.工程爆破,2001,7(1):12—16
60Ohtsu M,Watanabe H.Quantitative damage estimation of concrete by acoustic emission.Construction and Building Mate-rials,2001,15:217—224
61Shigeishi M,Ohtsu M.Acoustic emission moment tensor anal-ysis:Development for crackidentificationin concrete materials.Construction and Building Materials,2001,15:311—319
62Landis EN.Micro-macro fracture relationships and acoustic emissions in concrete.Construction and Building Materials,1999,13:65—72
63Cai M,Kaiser PK.Assessment of excavation damaged zone using a micromechanical model.Tunnelling and Underground Space Technology,2005,20:301—310
64Eberhardt E,Stead D,Stimpson B,et al.Identifying crack initiation and propagation thresholds in brittle rock.Canadian Geotechanical Journal,1998,35(2):222—233
65Diederichs MS.Kaiser PK,Eberhardt E.Damage initiation and propagationin hard rock during tunneling and the influence of near-face stress rotation.International Journal of Rock Me-chanics and Mining Sciences,2004,41:785—812
66Kang Yumei,Tang Chun’an,Bian Jingmei,et al.Improved algorithmfor ground motioninversion and structural parameters identification.Proceedings of2006(Shenyang)Proceeding of the International Colloquium on Safety Science and Technology.(ISBN7-5381-4821-3),2006:117—121
67Kang Yumei,Tang Chun’an,Liang Zhengzhao,et al.Nu-merical simulation on AE characteristics of rock and concrete materials.Key Engineering Materials,2006,353—358;961—964
68康玉梅,白泉,陈百玲,等.基于广义逆理论的转角信息重构近似算法.东北大学学报,2006,27(3):316—319
69Lemaitre J,Cheboche JL.A non-linear model of creep-fatigue damage cul mination and interaction,Mechanics of visco-elastic media and bodies,In:Hult J.editors.Proc.I UTAMSympo-sium,1975,291—292
70村上澄男.大野信忠.微观的空けきにょぉた有效面积の减小を阳に表しだ多轴ァソヘゴ损伤变数.日本机械学会论文集(A编).昭和54年,46:409
71袁建新.岩体损伤问题.岩土力学,1993,14(1):1—31
72李树茂,齐伟,刘红帅.岩体损伤力学理论进展.世界地质,2001,20(1):73—78
73凌建明.节理裂隙岩体损伤力学研究中的若干问题.力学进展,1994,25(2):257—263
74朱万成,唐春安,杨天鸿,等.岩石破裂过程分析(RFPA2D)系统的细观单元本构关系及验证.岩石力学与工程学报,2003,22(1):24—29
75Zhu WC,Tang CA.Numerical simulation on shear fracture process of concrete using mesoscopic mechanical model.Con-struction and Building Materials,2002,16(8):453—463
76Zhu WC,Teng JG,Tang CA.Numerical simulation of strength envelope and fracture patterns of concrete under biaxial loading.Magazine of Concrete Research,2002,54(6):395—409
77朱万成,唐春安,黄志平,等.静态和动载荷作用下岩石劈裂破坏模式的数值模拟.岩石力学与工程学报,2005,24(1):1—7
78唐春安,于广明,刘红元,等.采动岩体破裂与岩层移动数值试验.长春:吉林大学出版社,2003
79朱万成,左宇军,尚世明,等.动态扰动触发深部巷道发生失稳破裂的数值模拟.岩石力学与工程学报,2007,26(5):915—921
80Oda M.Modern developments in rock structure characterization.In:Comprehensive Rock Engineering,1993,1:185—200
81Germanovich LN.Percolation theory,Thermoelasticity and discrete hydrothermal venting in the earth’s crust.Science,1992,255(3):1564—1566
82Martin JT.On thermoelasticity and silicica precipitation in hy-drothermal systems:Numerical modeling of laboratory experi-ments.Journal of Geophysical Research,1997,102(B6):12095—12107
83寇绍全.热开裂损伤对花岗岩变形及破坏特性的影响.力学学报,1987,19(6):550—556
84张静华,王靖涛,赵爱国.高温下花岗岩断裂特征的研究.岩土力学,1987,8(4):11—16
85王绳祖.高温高岩石力学—历史、现状、展望.地球物力学进展,1995,10(4):1—10
86Wang HF,Bonner B.Thermal stress cracking in granite.Journal of Geophysical Research,1989,94(B2):1745—1758
87陈颙,吴晓东,张福勤.岩石热开裂的实验研究.科学通报,1999,4(8):880—883
88谭启,骆循,李仕雄,等.岩石热破裂研究进展评述.露天采矿技术,2006,6:16—19
89David C,Menendez B,Darot M.Influence of stress-induced and thermal cracking on physical properties and microstructure of La Peyratte granite.International Journal of Rock Mechanics and Mining Sciences,1999,36:433—448
90ReuschléT,Haore SG,Darot M.The effect of heating on the microstructural evolution of La Peyratte granite deduced from acoustic velocity measurements.Earth and Planetary Science Letters,2006,243:692—700
91刘泉声,许锡昌.温度作用下脆性岩石的损伤分析.岩石力学与工程学报,2000,19(4):408—411
92王青海,田瑛.中低放核废料地下处置对围岩介质(花岗岩体)温度场的影响.地质灾害与环境保护,1997.12,8(4):54—58
93陈剑文,杨春和,高小平,等.盐岩温度与应力耦合损伤研究.岩石力学与工程学报,2005,24(11):1986—1991
94席道瑛,谢端,易良坤.温度对岩石模量和波速的影响.岩石力学与工程学报,1998.11,17(增):802—807
95唐世斌,唐春安,朱万成,等.热应力作用下的岩石破裂过程分析.岩石力学与工程学报,2006,25(10):2071—2078
96仵颜卿,张卓元.岩体水力学导论.成都:西南交通大学出版社,1995
97Paterson S.Experimental Deformation of Rocks:The Brittle Field.Berlin:Springer,1978
98Li SP,Wu DX.Effect of confining pressure,pore pressure and specimen dimension on permeability of Yinzhuang sand-stone.International Journal of Rock Mechanics and Mining Sci-ences,1997,34(3/4):435—441
99Zoback MD,Byerlee JD.The effect of microcracks dilatancy on the permeability of Westerly granite.Journal of Geophysical Research,1975,80:752—755
100Schulze O,Popp T,Kern H.Development of damage and per-meability in deforming rock salt.Engineering Geology,2001,61:163—180
101Oda MT,Takemura A,Aoki T.Damage growth and permea-bility change in triaxial compression tests of Inada granite.Me-chanics of Materials,2002,34:313—331
102Schulze O,Popp T,Kern H.Development of damage and per-meability in deforming rock salt.Engineering Geology,2001,61:163—180
103韩宝平,冯启言,等.全应力应变过程中碳酸盐岩渗透性研究.工程地质学报,2000,8(2):127—128
104李树刚,徐精彩.软煤样渗透特性的电液伺服试验研究.岩土工程学报,2001,23(1):68—70
105姜振泉,季梁军.岩石全应力应变过程渗透性试验研究.岩土工程学报,2001,23(2):153—156
106Zhu W,Wong TF.The transitionfrombrittle faultingto cata-clastic flow:Permeability evolution.Journal of Geophysical Re-search,1997,102(B2):3027—3041
107Wang JA,Park HD.Fluid permeability of sedimentary rocks in a complete stress-strain process.Engineering Geology,2002,63:291—300
108杨栋,赵阳升.裂隙底板采场流固耦合作用的数值模拟.煤炭学报,1998,23(1):37—41
109Wang JA,Park HD.Coal mining above a confined aquifer.In-ternational Journal of Rock Mechanics and Mining Sciences,2003,40(4):537—551
110郑少河,朱维申,王书法.承压水上采煤的流固耦合问题研究.岩石力学与工程学报,2000,(7):421—424
111Wu Q,Wang M,Wu X.Investigations of groundwater burst-inginto coal mine seam floors from fault zones.International Journal of Rock Mechanics and Mining Sciences,2004,41:557—571
112Zhang JC,Shen BH.ACoal mining under aquifersin China:A case study.International Journal of Rock Mechanics and Mining Sciences,2004,41:629—639
113Valko P,Economides MJ.Propagation of hydraulicallyinduced fractures-a continuumdamage mechanics approach.Internation-al Journal of Rock Mechanics and Mining Sciences and Geome-chanics Abstracts,1994,31(3):221—229
114王媛.裂隙岩体渗流与应力耦全分析的四自由度全耦合法.水利学报,1998,(7):55—59
115陈平,张有天.裂隙岩体渗流与应力耦合分析.岩石力学与工程学报,1994,13(4):299—308
116杨延毅,周维垣.裂隙岩体的渗流-损伤耦合分析模型及其工程应用.水力学报,1991,5:19—27
117杨太华,曾德顺.三峡船闸高边坡裂隙岩体的渗流损伤特征.中国地质灾害与防治学报,1997,8(2):13—18
118朱珍德,孙钧.裂隙岩体非稳定渗流场与损伤场耦合分析模型.水文地质工程地质,1999,26(2):35—42
119郑少河,朱维申.裂隙岩体渗流损伤耦合模型的理论分析.岩石力学与工程学报,2001,20(2):156—159
120柴军瑞,仵彦卿.岩体渗流与应力相互作用关系综述.第六届岩石力学与工程会议论文集.武汉:2000.11,366—368
121盛金昌,速宝玉.裂隙岩体渗流应力耦合研究综述.岩土力学,1998,2:92—98
122Tang CA,Tham LG,Lee PKK,et al.Coupled analysis of flow,stress and damage(FSD)in rock failure.International Journal of Rock Mechanics and Mining Sciences,2002,39:477—489
123朱万成,康玉梅,杨天鸿,等.基于数字图像的岩石非均匀性表征技术在流固耦合分析中的应用.岩土工程学报,2006,28(12):2087—2091
124Zhu WC,Liu J,Yang TH,et al.Effects of local rock hetero-geneities on the hydromechanics of fractured rocks using a digit-al-image-based technique.International Journal of Rock Me-chanics and Mining Sciences,2006,43(8):1182—1199
125杨天鸿,唐春安,朱万成.岩石破裂过程渗流与应力耦合分析.岩土工程学报,2001,23(4):489—493
126杨天鸿,唐春安,刘红元,等.承压水底板突水失稳过程的数值模型初探.地质力学学报,2003,9(3):281—287
127Noorishad J,Tsang CF,Witherspoon PA.Coupled thermal-hydraulic-mechanical phenomena in saturated fractured porous rocks:Numerical approach.Journal of Geophysical Research,1984,89:10365—10373
128Tsang CF.Coupled Processes Associated with Nuclear Waste Repositories.New York:Academic Press,1987
129Tsang CF.Coupled thermomechanical and hydrochemical processes in tock fractures.Review of Geophysics,1991,29:537—548
130Stephansson O,Jing L,Tsang CF.Coupled Thermohydro-Mechanical Processes of Fractured Media.Rotterdam:Elsevi-er,1996
131刘亚晨,吴玉山,刘泉声.核废料贮存裂隙岩体耦合分析研究综述.地质灾害与环境保护,1999,10(3):72—78
132韦立德,杨春和.考虑饱和—非饱和渗流、温度和应力耦合的三维有限元程序研制.岩土力学,2005,26(6):1000—1004
133赵阳升,胡耀青.高温岩体地热开发的块裂介质固流热耦合三维数值模拟.岩石力学与工程学报,2002,21:1751—1755
134赖远明,刘松玉.寒区挡土墙温度场、渗流场和应力场耦合问题的非线性分析.土木工程学报,2003,36(6):88—95
135李宁,陈波,党发宁.裂隙岩体介质温度、渗流、变形耦合模型与有限元解析.自然科学进展,2000,10(8):722—728
136黄涛.裂隙岩体渗流-应力-温度耦合作用研究.岩石力学与工程学报,2002,21(1):77—82
137柴军瑞,仵彦卿.耦合水头梯度、温度梯度及应力影响的一维渗流模型分析.岩土力学与工程学报,2001,20(s1):1026—1028
138孔祥言,李道伦,徐献芝,等.热-流-固耦合渗流的数学模型研究.水动力学研究与进展,2005,20(2):269—275
139刘建军,冯夏庭.我国油藏渗流-温度-应力耦合的研究进展.岩土力学,2003,24(增2):645—650
140吉小明.饱和多孔岩体中温度场渗流场应力场耦合分析.广东工业大学学报,2006,23(3):46—53
141杨立中,黄涛.初论环境地质中裂隙岩体渗流-应力-温度耦合作用研究.水文地质工程地质,2000,(2):33—35
142柴军瑞,韩群柱.岩体渗流场与温度场耦合的连续介质模型.地下水,1997,19(2):59—62
143冯夏庭,丁梧秀.应力-水流-化学耦合下岩石破裂全过程的细观力学试验.岩石力学与工程学报,2005,24(9):1465—1473
144Zhu WC,Liu J,Elsworth D,et al.Tracer transport in a frac-tured chalk:X-ray ct characterization and digital-image-based(DIB)simulation.Transport in Porous Media,2007,70(1):25—42
145Zhu WC,Liu J,Sheng JC,et al.Analysis of coupled gas flow and deformation process with desorption and Klinkenberg effects in coal seam.International Journal of Rock Mechanics and Mining Sciences,2007,44(7):971—980
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心