高级检索

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

水岩耦合变形破坏过程及机理研究进展

李根,  唐春安,  李连崇

文章导航 > 力学进展  > 2012 >  42(5): 593-619
李根, 唐春安, 李连崇. 水岩耦合变形破坏过程及机理研究进展[J]. 力学进展, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
引用本文: 李根, 唐春安, 李连崇. 水岩耦合变形破坏过程及机理研究进展[J]. 力学进展, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
shu
LI Gen, TANG Chunan, LI Lianchong. ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING[J]. Advances in Mechanics, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
Citation: LI Gen, TANG Chunan, LI Lianchong. ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING[J]. Advances in Mechanics, 2012, 42(5): 593-619. doi: 10.6052/1000-0992-11-113
shu

水岩耦合变形破坏过程及机理研究进展

doi: 10.6052/1000-0992-11-113
  • 1.

    中山大学工学院岩土工程与信息技术研究中心, 广州 510275

  • 2. 中山大学工学院应用力学与工程系, 广州 510275

  • 3. 大连理工大学土木工程学院岩石破裂与失稳研究所, 大连 11602

基金项目: 国家重点基础研究发展计划(973)项目(2011CB013503);国家自然科学基金项目(41030747,41102181,51079017,50820125405,51121005)资助
详细信息
    作者简介:

    李根,男,辽宁沈阳人,博士,毕业于大连理工大学,中山大学工学院应用力学与工程系讲师,主要从事岩土工程数值计算与分析(岩土本构理论、并行有限元方法、非协调有限元方法、THM耦合理论与数值计算、多场耦合作用下岩石破裂过程及机理研究、水压致裂研究、尾矿坝稳定性研究等).唐春安,现任大连理工大学教授,国家教育部长江学者特聘教授,岩石破裂与失稳研究所所长.中国岩石力学与工程学会副理事长,国务院第五届学科评议组成员.分别于94年、95年获得国家教委“跨世纪优秀人才培养计划”和“国家杰出青年科学基金”的资助.第一排名获得国家科技进步二等奖1次、省部级科技奖多次.主要从事岩石破裂过程失稳的基础和应用基础性理论研究.李连崇,男,辽宁朝阳人,博士,大连理工大学土木工程学院副教授.中国岩石力学与工程学会理事,国际岩石力学学会会员.主要从事岩土工程中的热(温度)--水(渗流)--岩(力)耦合作用、边坡稳定性分析相关的基础理论与应用研究.

    通讯作者:

    李根

ADVANCES IN ROCK DEFORMATION AND FAILUREPROCESS UNDER WATER-ROCK COUPLING

  • 1.

    Research Center of Geotechnical Engineering and Information Technology, School of Engineering, Sun Yat-sen University, Guangzhou 510275, China

  • 2. Department of Applied Mechanics and Engineering, School of Engineering, Sun Yat-sen University, Guangzhou 510275, China

  • 3. Institute for Rock Instability and Seismicity Research, School of Civil Engineering, Dalian University of Technology, Dalian116024, China

Funds: The project was supported by the National Basic Research Program of China (62011CB013503), the National Natural ScienceFoundation of China (41030747, 41102181, 51079017, 50820125405, 51121005)
More Information
    Corresponding author: LI Gen

    摘要
  • 摘要: 坝址水力劈裂、煤矿和隧道突水以及水力压裂工程都是岩体损伤演化积累诱发破坏 (灾变) 的过程,然而能否正确认识和评价这些过程取决于人们对水岩耦合变形破坏过程和机理的研究程度. 阐述了岩石渗流 --变形 --破坏特性及机理研究的进程, 侧重于物理实验成果. 综述了水岩耦合变形破坏过程分析模型和数值计算, 特别是有限单元法处理裂纹的思路, 并介绍了作者课题组近年来所取得的一些代表性成果. 给出了当前理论 (数值) 研究中所面临的几个具体问题和挑战, 并对今后研究工作进行了力所能及的展望.

     

    Abstract: Seepage flow in dam sites, water inrush in coal mines and tunnels, and hydraulic fracturing engineering are usually induced by the accumulation of rock damage evolution (catastrophic) process. Whether ourunderstanding and evaluation of these processes are correct or not depends on the indepth study on rock deformation and failure process under water-rock coupling condition. The advances in rock seepage-deformation-failure characteristics and relevant mechanism of the process, particularly the physical experimental results, arereviewed here. And the analysis models and corresponding numerical calculations for rock deformation, failureprocess under water-rock coupling are reviewed, especially the finite element method in view of the treatment ofcracks. A number of representative research results achieved by the authors in recent years are briefly presented.Several specific challenges in the current theoretical (numerical) research and the prospects of future researchesare then elucidated and suggested.

     

    • HTML全文
    • 参考文献(209)
  • 1 刘晓丽. 水岩耦合过程及其多尺度行为的理论与应用研究: [博士论文]. 北京: 清华大学, 2008
    2 Lawn B. Fracture of Brittle Solids. Cambridge: Cambridge University Press, 1993
    3 Bazant Z P, Chen E P. Scaling of structural failure. Ap- plied Mechanics Reviews, 1997, 50(10): 593-627  
    4 Bai Y L, Wang H Y, Xia M F, et al. Statistical mesomechanics of solid liking coupled multiple space and time scales. Applied Mechanics Reviews, 2005, 58: 372-388  
    5 中国力学学会. 带缺陷物体流变学国际研讨会介绍. 力学进展, 1998, 28(1): 142
    6 Rutqvist J, Stephansson O. The role of hydromechanical coupling in fractured rock engineering. Hydrogeology Journal, 2003, 11(1): 7-40  
    7 Rahman M K, Suarez Y A, Chen Z, et al. Unsuccessful hydraulic fracturing cases in Australia: Investigation into causes of failures and their remedies. Journal of Petroleum Science and Engineering, 2007, 57(1-2): 70-81  
    8 朱珍德, 郭海庆. 裂隙岩体水力学基础. 北京: 科学出版社,2007
    9 仵彦卿. 岩土水力学. 北京: 科学出版社, 2009
    10 中国科学技术协会. 岩石力学与岩石工程学科发展报告. 北京: 中国科学技术出版社, 2010
    11 Darcy H. Dètermination des lois dé?oulement de léau a‘travers department of materials science and engineering, department of le sable. Les Fontaines Publiques de la Ville de Dijon, 1856. 590-594
    12 Duncan N, Dunne M, Petty S. Swelling characteristics of rock. Water Power, 1968, (20): 185-192
    13 Rzhevsky V, Novik G. The Physics of Rock. MIR Publisher,1971
    14 阎庆来. 低渗透油层单相流体渗流特征的实验研究. 西安石油学院学报, 1990, 5(2): l-6
    15 Nitao J S. Preliminary bounds for the driftscale distribution of percolation and seepage at the repository level under preemplacement conditions. Yucca Mountain Project Deliverable No. SPLB1M4. Lawrence Livermore National Laboratory, Livermore, California, 1997
    16 杨建, 康毅力, 李前贵, 等. 致密砂岩气藏微观结构及渗透特征. 力学进展, 2008, 38(2): 229-236
    17 周宏伟, 何金明, 武志德. 含夹层盐岩渗透特性及其细观结构特征. 岩石力学与工程学报, 2009, 28(10): 2068-2073
    18 宋子超. 太空环境下低渗透岩石的渗流研究. 探索太空,2009, 9: 40-41
    19 缪协兴, 刘卫群, 陈占清. 采动岩体渗流理论. 北京: 科学出版社, 2004
    20 倪绍虎, 何世海, 汪小刚, 等. 裂隙岩体水力学特性研究. 岩石力学与工程学报, 2012, 31(3): 488-500
    21 张有天. 岩石水力学与工程. 北京: 中国水利水电出版社,2005
    22 Chen Z, Narayan S P, Yang Z, et al. An experimental investigation of hydraulic behaviour of fractures and joints in granitic rock. International Journal of Rock Mechanics and Mining Sciences, 2000, 37(7): 1061-1071  
    23 刘卫群. 破碎岩体渗流理论及其应用研究: [博士论文]. 徐州: 中国矿业大学, 2002
    24 Cook N G W. The failure of rock. International Journal of Rock Mechanics and Mining Sciences, 1965, 2: 389-403  
    25 Hudson J A, Grouch S L, Fairhurst C. Soft, stiff and servocontrolled testing machines- A review with reference to rock failure.Engineering Geology, 1972, 6(3): 155-189
    26 Mogi K. Deformation and fracture of rocks under confining pressure (1) Compression tests on dry rock sample. Bull. Earthquake Research Institute, Tokyo University,1964, 42: 491-514
    27 Mogi K. Deformation and fracture of rocks under confining pressure (2) Elasticity and plasticity of some rocks. Bull. Earthquake Research Institute, Tokyo University,1965, 43: 349-379
    28 Hoke E, Bieniawski Z T. Brittle fracture propagation in rock under compression. International Journal of Frac- ture Mechanics, 1965, 1(3): 137-155
    29 Brace W F, Paulding B W, Scholz C. Dilatancy in the fracture of crystalline rocks. Journal of Geophysical Re- search, 1966, 77(16): 3939-3953
    30 Wawersik W R, Fairhurst C. A study of brittle rock failure in laboratory compression experiments. International Journal of Rock Mechanics and Mining Sciences, 1970,7(6): 561-575
    31 Hallbauer D K, Wagner H, Cook N G W. Some observations concerning the microscopic and mechanical behaviour of quartzite specimens in stiff, triaxial compressiontests. International Journal of Rock Mechanics and Mining Sciences, 1973, 10: 713-738  
    32 Horri S, Nemat-nasser S. Compression-induced microcrack growth in brittle solids: Axial splitting and shear failure. Journal of Geophysical Research, 1985, 90(B4):3105-3125
    33 Sammis C G, Ashby M F. The failure of brittle porous solids under compressive stress states. Acta Metall, 1986,34(3): 511-536  
    34 Zhang J X, Wong T F, Davis D M. Micromechanics of pressure induced grain crushing in porous rocks. Journal of Geophysical Research, 1990, 95: 341-391  
    35 Yuan Y G, Lajtai E Z, Ayari M L. Fracture nucleation from a compression-parallel, finite-width elliptical flaw. International Journal of Rock Mechanics and Mining Sci- ences and Geomechanics Abstracts, 1993, 30(7): 873-878  
    36 Brace W F, Bombolakis E G. A note on brittle crack growth in compression. Journal of Geophysical Research,1963, 68(12): 3709-3722  
    37 唐春安. 岩石破裂过程中的灾变. 北京: 煤炭工业出版社,1993
    38 滕春凯, 尹祥础, 李世愚, 等. 非穿透裂纹平板试件三维破裂的试验研究. 地球物理学报, 1987, 30(4): 371-378
    39 Vinegar H J, Dewaal J A, Wellington S L. CT studies of brittle failure in castlegate sandstone. International Journal of Rock Mechanics and Mining Sciences and Ge- omechanics Abstracts, 1991, 28(5): 441-450  
    40 葛修润, 任建喜, 蒲毅彬, 等. 岩石细观损伤扩展规律的CT 实时试验. 中国科学(E 辑), 2000, 30(2): 104-111
    41 曹广祝, 仵彦卿, 丁卫华, 等. 单轴- 三轴和渗透水压条件下砂岩应变特性的CT 试验研究. 岩石力学与工程学报, 2004,24(增2): 5733-5740
    42 Lockner D A, Byerlee J D, Kuksenko V, et al. Observations of quasistatic fault growth from acoustic emissions. In: Evans B. Fault Mechanics and Transport Properties of Rocks. PIT: Academic Press, 1992. 3-31
    43 黄明利, 唐春安, 朱万成. 岩石单轴压缩下破坏失稳过程 SEM 即时研究. 东北大学学报(自然科学版), 1999, 20(4):724-728
    44 谢强, 姜崇喜, 凌建明. 岩石细观力学实验与分析. 成都: 西南交通大学出版社, 1997
    45 姜崇喜, 谢强. 大理岩细观破坏行为的实时观察与分析. 西南交通大学报(自然科学版), 1999, 34(1): 87-92
    46 Catherine N, Francois R, Doan M L, et al. Intense fracturing and fracture sealing induced by mineral growth in porous rocks. Chemical Geology, 2010, 269: 197-209  
    47 Hull D. Fractography: Observing, Measuring and Interpreting Fracture Surface Topography. Cambridge: Cambridge University Press, 1999
    48 谢和平. 分形几何及其在岩土力学中的应用. 岩土工程学报,1992, (1): 1-6
    49 徐松林, 吴文, 王广印, 等. 大理岩等围压三轴压缩全过程研究II 剪切断裂能分析. 岩石力学与工程学报, 2002, 21(1):65-69
    50 Jonathan M R, Frederick M C. Hybridfracture and the transition from extension fracture to shear fracture. Na- ture, 2004, 48(4): 63-66
    51 Healy D, Jones R R, Holdsworth R E. Three-dimensional brittle shear fracturing by tensile crack interaction. Na- ture, 2006, 439 (7072): 64-67
    52 林志红, 项伟, 张云明. 湘西红砂岩基本物理指标和微结构参数对其强度影响的试验研究. 岩石力学与工程学报, 2010,29(1): 124-133
    53 Brace W F, Walsh J B, Frangos W T. Permeability of granite under high pressure.Journal of Geophysical Re- search, 1968, 72(6): 2225-2236
    54 杨天鸿, 唐春安, 徐涛, 等. 岩石破裂过程的渗流特性. 北京: 科学出版社, 2004
    55 Neuzil C E. Ground water flow in low-permeability environments. Water Resources Research, 1986, 22: 1163-1195  
    56 Kilmer N H, Morrow N R, Pitman J K. Pressure sensitivity of low permeability sandstones. Journal of Petroleum Science and Engineering, 1987, 1: 65-81  
    57 陈祖安, 伍向阳, 孙德明, 等. 砂岩渗透率随静压力变化的关系研究. 岩石力学与工程学报, 1995, 14(2): 155-159
    58 Louis C. Rock Hydraulics. Rock Mechanics, Muller Leds,1974
    59 Mckee C R, Bumb A C, Koenig R A. Stress-dependent permeability and porosity of coal and other geologic formations. SPE Formation Evaluation, 1988, (1): 81-91
    60 周远田. 岩石应力与渗透率的关系. 岩石力学与工程学报,1998, 17(4): 393-399
    61 叶源新, 刘光延. 岩石渗流应力耦合特性研究. 岩石力学与工程学报, 2005, 23(14): 2518-2526
    62 Li S P, Wu D X, Xie W H, et al. Effect of confining pressure, pore pressure and specimen dimension on permeability of Yinzhuang sandstone. International Journal of Rock Mechanics and Mining Sciences Abstracts, 1997,34(3-4): 175.e1-175.e11
    63 David C, Wong T F, Zhu W, et al. Laboratory measurements of compaction-induced permeability change in porous rock: Implications for the generation and maintenance of pore pressure excess in the crust. Pure and Applied Geophysics, 1994, 143(1-3): 425-456  
    64 Keaney G, Meredith P, Murrel S. Laboratory study of permeability evolution in a tight sandstone under nonhydrostatic stress conditions. Paper presented at the Eurock
    96 in Trondheim, SPE/ISRM paper 47265, 1998. 329-335
    65 Juliane H. Laboratory testing of coupled hydromechanical processes during rock deformation. Hydroge- ology Journal, 2003, (11): 122-141  
    66 贺玉龙, 杨立中. 围压升降过程中岩体渗透率变化特性的试验研究. 岩石力学与工程学报, 2004, 23(3): 415-419
    67 杜赟, 席道瑛, 徐松林, 等. 岩石非线性细观响应中孔隙液体的影响. 岩石力学与工程学报, 2010, 29(1): 209-217
    68 李鹏. 水- 岩作用的岩体剪切特性试验与M-H-C 耦合数值模拟: [博士论文]. 武汉: 中国科学院武汉岩土力学研究所,2010
    69 Dong J J, Hsu J Y, Wu W J, et al. Stress - dependence of the permeability and porosity of sandstone and shale from TCDP Hole - A. International Journal of Rock Mechanics and Mining Sciences, 2010, 47: 1141-1157  
    70 赵阳升. 多孔介质多场耦合作用及其工程响应. 北京: 科学出版社, 2010
    71 汤连生, 张鹏程, 王思敬. 水- 岩化学作用的岩石宏观力学效应的试验研究. 岩石力学与工程学报, 2002, 21(4): 526-531
    72 Xie S Y, Shao J F, Xu W Y. Influences of chemical degradation on mechanical behaviour of a limestone. Interna- tional Journal of Rock Mechanics and Mining Sciences,2011, 48: 741-747  
    73 陈钢林, 周仁德. 水对受力岩石变形破坏宏观力学效应的实验研究. 地球物理学报, 1991, 34(3): 335-342
    74 李世平, 李玉寿, 吴振业. 岩石全应力应变过程对应的渗透率-- 应变方程. 岩土工程学报, 1995, 17(2): 13-18
    75 Ferfera F M R, Sarda J P, Bouteca M, et al. Experimental study of monophasic permeability changes under various stress paths. International Journal of Rock Mechanics and Mining Sciences Abstracts, 1997, 34(3-4): 413  
    76 张守良, 沈琛, 邓金根. 岩石变形及破坏过程中渗透率变化规律的实验研究. 岩石力学与工程学报, 2000, 19(S1): 885-888
    77 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
    78 Souley M, Homand F, Pepa S, et al. Damage-induced permeability changes in granite: A case example at the URL in Canada. International Journal of Rock Mechanics and Mining Sciences, 2001, 38: 297-310  
    79 Wang J A, Park H D. Fluid permeability of sedimentary rocks in a complete stress-strain process. Engineering Ge- ology, 2002, 63(4): 291-300  
    80 姜振泉, 季梁军, 左如松, 等. 岩石在伺服条件下的渗透性与应变、应力的关联性特征. 岩石力学与工程学报, 2002,21(10): 1442-1446
    81 Tang C A, Tham L G, Lee P K K, et al. Coupled analysis of flow, stress and damage (FSD) in rock failure. Interna- tional Journal of Rock Mechanics and Mining Sciences,2002, 39: 477-489
    82 Zhback M D, Byerlee J D. The effect of crystal plastic deformation on dilatancy development in dynthetic salt rock. Tectonophysics, 1993, 256: 101-128
    83 张金才, 张玉卓, 刘天泉. 岩体渗流与煤层底板突水. 北京: 地质出版社, 1997
    84 Hunsche U, Schulze O. Measurement and calculation of the evolution of dilatancy and permeability in rocksalt. In: Proceedings of the 3rd Workshop uber Kulftaquifere, gekoppelte Prozesse, Hannover, 2000
    85 白武明. 陈宗基论文选. 福州: 福建科学技术出版社, 1994
    86 Otto S, Till P, Harmut K. Development of damage and permeability in deforming rock salt. Engineering Geol- ogy, 2001, 61: 163-180
    87 Zhu W, Wong T F. The transition from brittle faultting to cataclastic flow: permeability evloution. Journal of Geophysical Research, 1997, 102(B2): 3027-3041
    88 Oda M T, Takemura A, Aoki T. Damage growth and permeability change in triaxial compression tests of India granite. Mechanics of Materials, 2002, 34: 313-331  
    89 仵彦卿, 曹广祝, 丁卫华. CT 尺度砂岩渗流与应力关系试验研究. 岩石力学与工程学报, 2005, 24(23): 4203-4219
    90 Jiang T, Shao J F, XuWY, et al. Experimental investigation and micromechanical analysis of damage and permeability variation in brittle rocks. International Journal of Rock Mechanics and Mining Sciences, 2010, 47: 703-713  
    91 Noriaki W, Takuya I, Yutaka O, et al. X-ray CT based numerical analysis of fracture flow for core samples under various confining pressures. Engineering Geology, 2011,
    123 : 338-346
    92 孙其诚, 程晓辉, 季顺迎, 等. 岩土类颗粒物质宏- 细观力学研究进展. 力学进展, 2011, 41(3): 351-371
    93 Fairhurst C. Measurements of in situ rock stresses with particular reference to hydraulic fracturing. Rock Mechan- ics and Rock Engineering, 1964, (2): 129-147
    94 Hubbert M K, Willis D G. Mechanics of hydraulic fracturing. Journal of Petroleum Technology, 1957, 9: 153-168
    95 Geertsma J, Deklerk F. A rapid method of predicting width and extent of hydraulically induced fractures. Jour- nal of Petroleum Technology, 1969, (21): 1571-1581
    96 Wang H F. Theory of Linear Poroelasticity. Princeton: Princeton University Press, 2000
    97 刘仲秋, 章青. 岩体中饱和渗流应力耦合模型研究进展. 力学进展, 2008, 38(5): 587-600
    98 Zhao Y, Chen M. Fully coupled dual-porosity model for anisotropic formation. International Journal of Rock Me- chanics and Mining Sciences, 2006, 43(7): 1128-1133  
    99 Yu M H. Advances in strength theories for materials under complex stress state in the 20th century. Applied Mechan- ics Reviews, 2002, 55(3): 169-218  
    100 Murrell S A F. A criterion for brittle fracture of rocks and concrete under triaxial stress and the effect of pore pressure on the criterion. In: Fairhurst ed., Proceeding of the 5th Rock Mechanics Symposium. Oxford: Pergamon Press, 1963. 563-577
    101 Yuan S C, Harrison J P. A review of the state of the art in modelling progressive mechanical breakdown and associated fluid flow in intact heterogeneous rocks. Interna- tional Journal of Rock Mechanics and Mining Sciences,2006, (43): 1001-1022  
    102 Griffith A. The phenomena of rupture and flow in solids: [PhD Thesis]. Lond: Philosophical Transactions of the Royal Society, 1921
    103 Vandamme M, Roegiers J C. Poroelasticity in hudraulic fracturing simulators. Journal of Peiroleum Technology,1990, 11: 1199-1203
    104 Simpson G, Gueguen Y, Schneider F. Permeability enhancement due to microcrack dilatancy in the damage regime. Journal of Geophysical Research, 2001, 106:3999-4016  
    105 连志龙. 岩体水力破裂机理试验及数值模拟研究: [博士论文]. 合肥: 中国科学技术大学, 2007
    106 Dougill J W. On stable progressively fracture solids. Jour- nal of Applied Mathematics and Physics, 1976, 27: 423-437
    107 Elsworth D, Goodmanr E. Characterization of rock fissure hydraulic conductivity using idealized wall roughness profiles. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracs, 1986, 23(3):233-243  
    108 Dragon A, Mroz Z. A continuum model for plastic-brittle behaviour of rock and concrete. International Journal of Engineering Science, 1979, 17: 121-157  
    109 Valko P, Economides M J. Propagation of hydraulically induced fracture-A continum damage mechanics approach. International Journal of Rock Mechanics and Mining Sci- ences and Geomechanics Abstracts, 1991, 31(3): 221-229
    110 Zhou J J, Shao J F, XuWY. Coupled modeling of damage growth and permeability variation in brittle rocks. Me- chanics Research Communications, 2006, (33): 450-459  
    111 周建军, 周辉, 邵建富. 脆性岩石各向异性损伤和渗流耦合细观模型. 岩石力学与工程学报, 2007, 26(2): 368-373
    112 卢应发, 刘德富, 吴延春. 岩石与水相互作用的正交各向异性损伤数值模拟. 岩石力学与工程学报, 2007, 26 (2): 323-330
    113 Shao J F, Rudnicki J W. A microcrack-based continuous damage model for brittle geomaterials. Mech Mater, 2000,32: 607-626  
    114 Shao J F, Zhou H, Chau K T. Coupling between anisotropic damage and permeability variation in brittle rocks. International Journal for Numerical and Analyti- cal Methods in Geomechanics, 2005, 29: 1231-1277  
    115 易顺民, 朱珍德. 裂隙岩土损伤力学导论. 北京: 科学出版社, 2005
    116 Weibull W A. Statistical theory of the strength of materials. Ing Vetenskaps Akad Handl, 1939, 151: 5-44
    117 Weibull W A. Statistical distribution function of wide applicability. Journal of Applied Mechanics, 1951, 18: 293-300
    118 Freudenthal A M. Statistical approach to brittle fracture. In: Liebowitz H, ed. Fracture, An Advanced Treatise, New York: Academic Press, NY, 1968
    119 Stefano Z, Alessandro V, Stanley H E. Plasticity and avalanche behaviour in microfracturing phenomena. Na- ture, 1997, 388(14): 658-660
    120 Tang C A, Yang W T, Fu Y F, et al. A new approach to numerical method of modeling geological processes and rock engineering problems-continuum to discontinuum and linearity to nonlinearity. Engineering Ge- ology, 1998, 49: 207-214  
    121 Yuan S C, Harrison J P. Development of a hydro- mechanical local degradation approach and its application to modelling fluid flow during progressive fracturing of heterogeneous rocks. International Journal of Rock Mechan- ics and Mining Sciences, 2005, 42: 961-984  
    122 周辉, 邵建富, 冯夏庭. 岩石细观统计渗流模型研究: 理论模型. 岩土力学, 2004, 25(2): 169-173
    123 赵吉坤. 混凝土及岩石弹塑性损伤细观破坏研究: [博士论文]. 南京: 河海大学, 2008
    124 Li L, Holt R M. Simulation of flow in sandstone with fluid coupled particle model. In: Elsworth D, Tinucci J P, Heasley K A, ed. Rock Mechanics in the National Interest, Exton: Taylor & francis, 2001. 165-231
    125 潘鹏志. 岩石破裂过程及其渗流- 应力耦合特性研究的弹塑性细胞自动模型: [博士论文]. 武汉: 中国科学院武汉岩土力学研究所, 2006
    126 Wong T F, Wong R H C, Chau K T, et al. Microcrack statistics, Weibull distribution and micromechanical modeling of compressive failure in rock. Mech Mater, 2006, 38:664-744
    127 许传华. 岩体破坏的非线性理论研究及应用: [博士论文]. 南京: 河海大学, 2004
    128 郑颖人, 刘兴华. 近代非线性科学与岩石力学问题. 岩土工程学报, 1996, 18(1): 691-696
    129 凌复华. 突变理论及其应用. 上海: 上海交通大学出版社,1987
    130 Jing L. A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. International Journal of Rock Mechan- ics and Mining Sciences, 2003, 40: 283-353
    131 张楚汉. 论岩石、混凝土离散- 接触- 断裂分析. 岩石力学工程学报, 2008, 27(2): 217-235
    132 周维垣, 杨强. 岩石力学数值计算方法. 北京: 中国电力出版社, 2005
    133 王金安. 岩土工程数值计算方法实用教程. 北京: 科学出版社, 2010
    134 Jr L L M, Schmauder S. Continuum mesomechanical finite element modeling in materials development: A state-ofthe- art review. Applied Mechanics Reviews, 2001, 54(1):49-68  
    135 邢纪波, 俞良群, 王泳嘉. 三维梁- 颗粒模型与岩石类材料细观力学行为模拟. 岩石力学与工程学报, 1999, 18 (6): 627-630
    136 杨强, 张浩, 周维垣. 基于格构模型的岩石材料破坏过程的数值模拟. 水利学报, 2002, 4: 46-50
    137 Zhao G F, Fang J, Zhao J. A 3D distinct lattice spring model for elasticity and dynamic failure. International Journal for Numerical and Analytical Methods in Geome- chanics, 2010, 35(8): 859-885
    138 张振南, 葛修润. 多维虚内键模型理论与材料破坏模拟. 北京: 科学出版社, 2008
    139 Itasca Consulting Group Inc. PFC2D/3D (Particle Flow Code in 2/3 Dimensions), Version 2.0. Minneapolis, MN: ICG, 1999
    140 Hazzard J F, Young R P, Maxwell S C. Micromechanical modeling of cracking and failure in brittle rocks. Journal of Geophysical Research, 2000, 105(B7): 16683-16770
    141 Potyondy D O, Cundall P A. A bonded-particle model for rock. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(8): 1329-1393  
    142 Hiroyuki S, Sumihiko M, Tsuyoshi I. The distinct element analysis for hydraulic fracturing in hard rock considering fluid viscosity and particle size distribution. International Journal of Rock Mechanics and Mining Sciences, 2011,48: 712-727  
    143 Crouch S L. Solution of plane elasticity problems by the displacement discontinuity method. International Jour- nal for Numerical Methods in Engineering, 1976, 10: 301-343
    144 Weaver J. Three dimensional crack analysis. International Journal of Solids and Structures, 1977, 13: 321-350  
    145 Brebbia C A. The Boundary Element Method for Enginers. London: Pentech Press, 1979
    146 Goodman R E, Taylor R L, Brekke T L. A model for the mechanics of jointed rock. Journal of the Soil Mechanics and Foundations Division, ASCE 94, SM3, 1968. 637-696
    147 Zienkiewicz O C, Best B, Dullage C, et al. Analysis of nonlinear problems in rock mechanics with particular reference to jointed rock systems. In: Proceedings of the Second International Congress on Rock Mechanics, Belgrade,1970
    148 Ghaboussi J, Wilson E L, Isenberg J. Finite element for rock joints and interfaces. Journal of the Soil Mechanics and Foundations Division, ASCE 99, SM10, 1973. 833-881
    149 Buczkowski R, Kleiber M. Elasto-plastic interface model for 3D frictional orthotropic contact problems. Inter- national Journal for Numerical Methods in Engineering,1997, 40: 599-619  
    150 Wan R C. The numerical modeling of shear bands in geological materials: [PhD Thesis]. University of Alberta, Edmonton, Alta., 1990
    151 杨庆生, 杨卫. 断裂过程的有限元模拟. 力学学报, 1997, 14 (4): 407-412
    152 Moes N, Dolbow J, Belytschko T. A finite element method for crack growth without remeshing. International Jour- nal for Numerical Methods in Engineering, 1999, 46: 131-180
    153 Belytschko T, Moes N, Usui S, et al. Arbitrary discontinuities in finite elements. International Journal for Nu- merical Methods in Engineering, 2001, 50: 993-1013  
    154 Strouboulis T, Copps K, Banuska I. The generalized finite element method. Computer Methods in Applied Mechan- ics and Engineering, 2001, 190: 4081-4273  
    155 Jirasek M. Finite elements with embedded cracks. LSC Report, Lausanne, EPFL, 1998
    156 陈永强, 郑小平, 姚振汉. 三维非均匀脆性材料破坏过程数值模拟. 力学学报, 2002, 34 (3): 351-361
    157 唐春安, 王述红, 傅宇方. 岩石破裂过程数值试验. 北京: 科学出版社, 2003
    158 Liu H Y. Numerical modelling of the rock fragmentation process by mechanical tools: [PhD Thesis]. Lulea Kommun: Luleå University of Technology, 2004
    159 梁正召. 三维条件下的岩石破裂过程分析及其数值试验方法研究: [博士论文]. 沈阳: 东北大学, 2005
    160 Tang C A, Zhang Y B, Liang Z Z, et al. Fracture spacing in layered materials and pattern transition from parallel to polygonal fractures. Physical Review E, 2006, 73 (5):1-9
    161 Li G, Tang C A, Li L C. Three-dimensional micro flowstress- damage (FSD) model and application in hydraulic fracturing in brittle and heterogeneous rocks. Key Engi- neering Materials, 2011, 452-453: 581-584
    162 包春燕. 石灰岩破坏过程声发射及裂隙渗流特性研究: [硕士论文]. 大连: 大连海事大学, 2010
    163 李树春, 许江, 杨春和, 等. 循环荷载下岩石损伤的CT 细观试验研究. 岩石力学与工程学报, 2009, 28 (8): 1604-1609
    164 Magnus W. Finite element modeling of hydraulic fracturing on a reservoir scale in 2D. Journal of Petroleum Sci- ence and Engineering, 2011, 77: 274-285  
    165 Belytschko T, Black T. Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering, 1999, 45: 601-620  
    166 Melenk J M, Babuska I. The partition of unity finite element method: Basic theory and applications. Computer Methods in Applied Mechanics and Engineering, 1996,139: 289-314  
    167 余天堂. 模拟三维裂纹问题的扩展有限元法. 岩土力学,2010, 31(10): 3280-3286
    168 Sukumar N, Srolovitz D J, Baker T J, et al. Brittle fracture in polycrystalline microstructures with the extended finite element method. International Journal for Numer- ical Methods in Engineering, 2003, 56: 2015-2037  
    169 Karami A, Stead D. Asperity degradation and damage in the direct shear test: A hybrid FEM/DEM approach. Rock Mechanics and Rock Engineering, 2008, 41 (2): 229-266  
    170 Carter B J, Desroches J, Ingraffea A R. Simulating Fully3D Hydraulic Fracturing. Modeling in Geomechanics, Ed. Zaman, Booker and Gioda, Wiley Publishers, 2000
    171 Hossain M M, Rahman M K. Numerical simulation of complex fracture growth during tight reservoir stimulation by hydraulic fracturing. Journal of Petroleum Sci- ence and Engineering, 2008, 60: 86-104  
    172 Monaghna J J. An introduction to SPH. Computer Physics Communications, 1988, 48: 89-96  
    173 Belytschko T, Lu Y Y, Gu L. Element-free galerkin method. International Journal for Numerical Methods in Engineering, 1994, 37: 229-285  
    174 Onate E, Idelsohn S, Zienkiewicz O C, et al. Stabilized finite point method for analysis of fluid mechanics problems. Computer Methods in Applied Mechanics and En- gineering, 1996, 139: 315-360  
    175 李渊印, 金先龙, 李丽君, 等. 基于精细时程法的结构动力响应并行分析系统. 岩石力学与工程学报, 2005, 24 (1): 18-22
    176 戴荣, 李仲奎, 刘辉. 串并行显式拉格朗日有限差分法研究及实现. 岩石力学与工程学报, 2006, 25(8): 1591-1598
    177 茹忠亮, 冯夏庭, 李洪东, 等. 大型地下工程三维弹塑性并行有限元分析. 岩石力学与工程学报, 2006, 25(6): 1141-1147
    178 付朝江, 张武. 基于粗细网格的有限元并行分析方法. 岩土力学, 2006, 27(5): 807-810
    179 张永彬, 唐春安, 张怀, 等. 岩石破裂过程分析(RFPA) 系统中的应力并行求解. 岩石力学与工程学报, 2006, 25 (3):479-483
    180 张永彬, 唐春安, 梁正召, 等. 岩石破裂过程分析系统并行计算方法研究. 岩石力学与工程学报, 2006, 25(9): 1795-1801
    181 张友良, 冯夏庭, 茹忠亮. 基于区域分解算法的岩土大规模高性能并行有限元系统研究. 岩石力学与工程学报, 2004,23(21): 3636-3641
    182 张友良, 冯夏庭. 岩土工程百万以上自由度有限元并行计算. 岩土力学, 2007, 28(4): 684-689
    183 刘耀儒, 周维垣, 杨强. 有限元并行EBE 方法及应用. 岩石力学与工程学报, 2005, 24(17): 3023-3029
    184 刘耀儒, 杨强, 覃振朝. 基于统计模型的裂隙岩体渗流场的并行数值模拟. 岩石力学与工程学报, 2008, 27(4): 736-742
    185 李根, 唐春安, 李连崇, 等. 水压致裂过程的三维数值模拟研究. 岩土工程学报, 2010, 32(12): 1875-1881
    186 李根, 李连崇, 唐春安, 等. 岩石流/热固耦合下损伤演化并行分析系统及初步应用. 计算力学学报. 2012, 29(3): 381-386
    187 孙庆平. 固体相变过程中的宏细观力学问题及其研究进展. 力学进展, 1995, 25(3): 303-317
    188 卿新林, 贾晓东, 王国韬, 等. Ce-TZP 和Ce-TZP/Al2O3 层状复合材料受载裂尖的相变特性. 力学学报, 1997, 29(5):555-562
    189 国家自然科学基金委员会数学物理科学部. 力学学科发展研究报告. 北京: 科学出版社, 2007
    190 中国力学学会. 力学学科发展报告. 北京: 中国科学技术出版社, 2007
    191 黄克智, 徐秉业. 固体力学发展趋势. 北京: 北京理工大学出版社, 1995
    192 Hou T Y, Wu X H. A multiscale finite element method for elliptic problems in composite materials and porous media. Journal of Computational Physics, 1997, 134: 169-189  
    193 郑晓霞, 郑锡涛, 缑林虎. 多尺度方法在复合材料力学分析中的研究进展. 力学进展, 2010, 40(1): 41-57
    194 谭浩, 郑志军, 汪海英, 等. 微纳米尺度下材料性能多尺度模拟方法进展. 力学进展, 2011, 41(2): 155-171
    195 杜修力, 金浏. 混凝土静态力学性能的细观力学方法评述. 力学进展, 2011, 41(4): 1-16
    196 Rutqvist J, Tsang C F. Analysis of thermal-hydrologicmechanical behavior near an emplacement drift at Yucca Mountain. Journal of Contaminant Hydrology, 2003, 62 (63): 637-652
    197 龚晓南. 对岩土工程数值分析的几点思考. 岩土力学, 2011,32(2): 321-325
    198 Zienkiewicz O C, Taylor R L. The Finite Element Method for Solid and Structural Mechanics. 6rd ed., Oxford: Elsevier Butterworth- Heinemann, 2005
    199 Babuska. The finite element method with Lagrange multipiers. Numerical Mathematics, 1973, 20: 179-192  
    200 Brezzi F. On the existence uniqueness and approximation of saddle point problems arising from Lagrangian multipliers. RAIRO8-R2, 1974. 129-151
    201 陈胜宏. 计算岩体力学与工程. 北京: 中国水利水电出版社,2006
    202 http://video.sina.com.cn/p/news/c/v/2010-11-17/1323-61185735.html
    203 李连崇. 岩石破裂过程THM-D 耦合数值模型及其应用研究: [博士论文]. 沈阳: 东北大学, 2007
    204 周创兵, 陈益峰, 姜清辉, 等. 复杂岩体多场广义耦合分析导论. 北京: 中国水利水电出版社, 2008
    205 http://sail.dlut.edu.cn/xinxitongzhishow.php?id=121
    206 张晓欣. 美国科学基金委蓝带工作组报告: 基于仿真的工程科学. 高性能计算发展与应用, 2007, 18(1):4-12
    207 中国科协学会学术部. 仿真— 认识和改造世界的第三种方法吗? 北京: 中国科学技术出版社, 2007
    • 相关文章
    • 施引文献
  • 资源附件(0)
  • 加载中
计量
  • 文章访问数:  3005
  • HTML全文浏览量:  304
  • PDF下载量:  2353
  • 被引次数: 0
出版历程
  • 收稿日期:  2011-08-08
  • 修回日期:  2012-03-23
  • 刊出日期:  2012-09-25

目录

    /

    返回文章
    返回

    版权所有 《力学进展》编辑部   京ICP备05039218号-1

    地址：北京海淀区北四环西路15号（100190）   电话：010-62637035   邮箱：lxjz@cstam.org.cn

    本系统由 北京仁和汇智信息技术有限公司 开发