[23] |
AMBARCUMJAN R V. Convex polygons and random Tessellations[C]// HARDING E F,KENDALL E F. Stochastic Geometry. Hoboken:John Wiley & Sons,1974:176-191.
|
[50] |
周创兵,熊文林. 岩石节理的渗流广义立方定理[J]. 岩土力学,1996,17(4):1-7.(ZHOU Chuangbing,XIONG Wenlin. A generalized cubic law for percolation in rock joints[J]. Rock and Soil Mechanics,1996,17(4):1-7.(in Chinese))
|
[59] |
NELSON R A. Fracture permeability in porous reservoirs:an experimental and field approach[M]. Texas:Texas A & M University,1975:128-140.
|
[16] |
FOURNO A,NGO T D,NOETINGER B,et al. Frac:A new conforming mesh method for discrete fracture networks[J]. Journal of Computational Physics,2019,376:713-732.
|
[3] |
陈剑平. 岩体随机不连续面三维网络数值模拟技术[J]. 岩土工程学报,2001,23(4):397-402.(CHEN Jianping. 3D network numerical modeling technique for random discontinuities of rock mass[J]. Chinese Journal of Geotechnical Engineering,2001,23(4):397-402. (in Chinese))
|
[12] |
ZHENG B,QI S. A new index to describe joint roughness coefficient (JRC) under cyclic shear[J]. Engineering Geology,2016,212:72-85.
|
[21] |
SNOW D T. A parallel plate model of permeable fractured media[Ph. D. Thesis][D]. Berkley:University of California,1965.
|
[30] |
MOGI K. Fracture and flow of rocks under high triaxial compression[J]. Journal of Geophysical Research,1971,76(5):1 255-1 269.
|
[36] |
许 江,刘义鑫,尹光志,等. 煤岩剪切-渗流耦合试验装置研制[J]. 岩石力学与工程学报,2015,34(增1):2 987-2 995.(XU Jiang,LIU Yixin,YIN Guangzhi,et al. Development of shear-flow coupled test device for coal rock[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):2 987-2 995.(in Chinese))
|
[39] |
夏才初,王 伟,王筱柔. 岩石节理剪切-渗流耦合试验系统的研制[J]. 岩石力学与工程学报,2008,27(6):1 285-1 291.(XIA Caichu,WANG Wei,WANG Xiaorou. Development of coupling shear-seepage test system for rock joints[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 285-1 291.(in Chinese))
|
[48] |
速宝玉,詹美礼. 仿天然岩体裂隙渗流的实验研究[J]. 岩土工程学报,1995,17(5):19-24.(SU Baoyu,ZHAN Meili. Study on seepage in the imitative nature rock[J]. Chinese Journal of Geotechanical Engineering,1995,17(5):19-24.(in Chinese))
|
[5] |
KULATILAKE P,WU T H. Estimation of mean trace length of discontinuities[J]. Rock Mechanics and Rock Engineering,1984,17(4):215-232.
|
[7] |
XU C S,DOWD P. A new computer code for discrete fracture network modeling[J]. Computers and Geosciences,2010,36(3):292-301.
|
[9] |
郭 亮,李晓昭,周扬一,等. 随机与确定耦合的裂隙岩体结构面三维网络模拟[J]. 岩土力学,2016,37(9):2 636-2 644.(GUO Liang,LI Xiaozhao,ZHOU Yangyi,et al. Three dimensional network simulation of fractured rock mass discontinuities based on stochastic deterministic coupling[J]. Rock and Soil Mechanics,2016,37(9):2 636-2 644.(in Chinese))
|
[14] |
YANG Z Y,LO S C,DI C C. Reassessing the joint roughness coefficient(JRC) estimation using Z2[J]. Rock Mechanics and Rock Engineering,2001,34(3):243-251.
|
[18] |
EINSTEIN H H,BAECHER G B. Probabilistic and statistical methods in engineering geology[J]. Rock Mechanics and Rock Engineering,1983,16(1):39-72.
|
[25] |
STURZENEGGER M,STEAD D. Close-range terrestrial digital photogrammetry and terrestrial laser scanning for discontinuity characterization on rock cuts[J]. Engineering Geology,2009,106:163-182.
|
[27] |
郑 飞. 模拟节理岩体破坏的3D-DDARF数值模型[博士学位论文][D]. 北京:中国科学院大学,2017.(ZHENG Fei. The 3D-DDARF model for simulation failure process of jointed rock mass[Ph. D. Thesis][D]. Beijing:University of Chinese Academy of Sciences,2017.(in Chinese))
|
[32] |
陈军涛,武 强,尹立明,等. 高承压水上底板采动岩体裂隙演化规律研究[J]. 煤炭科学技术,2018,46(7):54-60.(CHEN Juntao,WU Qiang,YIN Liming,et al. Law of crack evolution in floor rock mass above high confined water[J]. Coal Science and Technology,2018,46(7):54-60.(in Chinese))
|
[34] |
MARTINEZ-LANDA L,CARRERA J. An analysis of hydraulic conductivity scale effects in granite (Full Scale Engineered Barrier Experiment(FEBEX),Grimsel,Switzerland)[J]. Water Resources Research,2005,41(3):1-13.
|
[41] |
INDRARATNA B,HAQUE A,AZIZ N. Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditions[J]. Geotechnical and Geological Engineering,1998,16(1):17-44.
|
[43] |
ESAKI T,DU S,MITANI Y,et al. Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint[J]. International Journal of Rock Mechanics and Mining Sciences,1999,36(5):641-650.
|
[45] |
BOUSSINESQ J. Mémoire sur l’influence des Frottements dans les Mouvements Réguliers des Fluids[J]. Journal de Mathématiques Pures et Appliquées,1868,13:377-424.(in Russian)
|
[6] |
BISDOM K,NICK H M,BERTOTTI G. An integrated workflow for stress and flow modelling using outcrop-derived discrete fracture networks[J]. Computers and Geosciences,2017,103:21-35.
|
[52] |
TSANG Y W,WITHERSPOON P A. The dependence of fracture mechanical and fluid flow properties on fracture roughness and sample size[J]. Journal of Geophysical Research:Solid Earth,1983,88(B3):2 359-2 366.
|
[15] |
LONG J C S,REMER J S,WILSON C R,et al. Porous media equivalents for networks of discontinuous fractures[J]. Water Resources Research,1982,18(3):645-658.
|
[54] |
仵彦卿,张倬元. 岩体水力学导论[M]. 西安:西南交通大学出版社,1995:45-62.(WU Yanqing,ZHANG Zhuoyuan. Introduction to rock hydraulics mechanics[M]. Xi¢an:Southwest Jiaotong University Press,1995:45-62.(in Chinese))
|
[51] |
NEUZIL C E,TRACY J V. Flow through fractures[J]. Water Resources Research,2010,17(1):191-199.
|
[96] |
黄 丹,章 青,乔丕忠,等. 近场动力学方法及其应用[J]. 力学进展,2010,40(4):448-459.(HUANG Dan,ZHANG Qing,QIAO Piezhong,et al. A review on peridynamics(PD) method and its applications[J]. Advances in Mechanics,2010,40(4):448-459.(in Chinese))
|
[57] |
SNOW D T. Rock fracture spacings,openings,and porosities[J]. Journal of Soil Mechanics and Foundations,1968,94(SM1):73-91.
|
[90] |
SHI G H. Contact theory[J]. Science China Technological Sciences,2015,58(9):1 450-1 496.
|
[99] |
程良奎. 岩土锚固研究与新进展[J]. 岩石力学与工程学报,2005,24(21):3 803-3 811.(CHENG Liangkui. Research and new progress in ground anchorage[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(21):3 803-3 811.(in Chinese))
|
[61] |
OLSSON R,BARTON N. An improved model for hydromechanical coupling during shearing of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences,2001,38(3):317-329.
|
[8] |
KHANG N D,WATANABE K,SAEGUSA H. Fracture step structure:Geometrical characterization and effects on fluid flow and breakthrough curve[J]. Engineering Geology,2004,75:107-127.
|
[63] |
TSANG Y W,WITHERSPOON P A. Hydromechanical behavior of a deformable rock fracture subject to normal stress[J]. Journal of Geophysical Research:Solid Earth,1981,86(B10):9 287-9 298.
|
[17] |
伍法权,祁生文. 岩体结构力学效应的统计岩体力学研究[J]. 工程地质学报,2014,22(4):601-609.(WU Faquan,QI Shengwen. Statistical mechanics on the structure effects of rock masses[J]. Journal of Engineering Geology,2014,22(4):601-609.(in Chinese))
|
[66] |
BAI M,ELSWORTH D. Modeling of subsidence and stress-dependent hydraulic conductivity for intact and fractured porous media[J]. Rock Mechanics and Rock Engineering,1994,27(4):209-234.
|
[26] |
JONES R R,PEARCE M A,JACQUEMYN C,et al. Robust best-fit planes from geospatial data[J]. Geosphere,2016,12:196-202.
|
[68] |
HICKS T W,PINE R J,WILLIS-RICHARDS J,et al. A hydro- thermo-mechanical numerical model for HDR geothermal reservoir evaluation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1996,33(5):499-511.
|
[35] |
NGUYEN T S,SELVADURAI A P S,ARMAND G. Modelling the FEBEX THM experiment using a state surface approach[J]. International Journal of Rock Mechanics and Mining Sciences,2005,42(5-6):639-651.
|
[70] |
陈卫忠,伍国军,杨建平,等. 裂隙岩体地下工程稳定性分析理论与工程应用[M]. 北京:科学出版社,2012:238-257.(CHEN Weizhong,WU Guojun,YANG Jianping,et al. Underground engineering stability analysis theory and applications[M]. Beijing:Science Press,2012:238-257.(in Chinese))
|
[44] |
OLSSON R,BARTON N. An improved model for hydromechanical coupling during shearing of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences,2001,38(3):317-329.
|
[4] |
汪小刚,陈祖煜,刘文松. 应用蒙特卡洛法确定节理岩体的连通率和综合抗剪强度指标[J]. 岩石力学与工程学报,1992,11(4):345- 355.(WANG Xiaogang,CHEN Zuyu,LIU Wensong. Determination of joint persistence and shear strength parameters of rock masses by monte carlo method[J] Chinese Journal of Rock Mechanics and Engineering,1992,11(4):345-355.(in Chinese))
|
[53] |
ELSWORTH D,GOODMAN R E. Characterization of rock fissure hydraulic conductivity using idealized wall roughness profiles[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1986,23(3):233-243.
|
[13] |
LIU Q,TIAN Y,LIU D,et al. Updates to JRC-JCS model for estimating the peak shear strength of rock joints based on quantified surface description[J]. Engineering Geology,2017,228:282-300.
|
[62] |
陈胜宏,王鸿儒. 节理面渗流性质的探讨[J]. 武汉大学学报:工学版,1989,22(1):53-60.(CHEN Shenghong,WANG Hongru. Study of seepage characteristic of joint surface[J]. Engineering Journal of Wuhan University,1989,22(1):53-60.(in Chinese))
|
[49] |
陈 平,张有天. 裂隙岩体渗流与应力耦合分析[J]. 岩石力学与工程学报,1994,13(4):299-308.(CHEN Ping,ZHANG Youtian. Coupling analysis of seepage stress for jointed rock[J]. Chinese Journal of Rock Mechanics and Engineering,1994,13(4):299-308. (in Chinese))
|
[71] |
陈卫忠,龚 哲,于洪丹,等. 黏土岩温度-渗流-应力耦合特性试验与本构模型研究进展[J]. 岩土力学,2015,36(5):1 217-1 238. (CHEN Weizhong,GONG Zhe,YU Hongdan,et al. Review of thermo-hydro-mechanical coupled tests and consistutive models of clays[J]. Rock and Soil Mechanics,2015,36(5):1 217-1 238.(in Chinese))
|
[58] |
王 媛. 单裂隙面渗流与应力的耦合特性[J]. 岩石力学与工程学报,2002,21(1):83-87. (WANG Yuan. Coupling characteristics of stress and fluid flow within a single fracture[J]. Chinese Journal of Rock Mechanics and Engineering,2002,21(1):83-87.(in Chinese))
|
[80] |
朱其志,刘海旭,王 伟,等. 北山花岗岩细观损伤力学本构模型研究[J]. 岩石力学与工程学报,2015,34(3):433-439.(ZHU Qizhi,LIU Haixu,WANG Wei,et al. A micromechanical constitutive damage model for Beishan granite[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(3):433-439.(in Chinese))
|
[81] |
CHEN Y F,HU S H,WEI K,et al. Experimental characterization and micromechanical modeling of damage-induced permeability variation in Beishan granite[J]. International Journal of Rock Mechanics and Mining Sciences,2014,71:64-76.
|
[89] |
CUNDALL P A,STRACK O D L. A discrete numerical model for granular assemblies[J]. Geotechnique,2008,29(30):331-336.
|
[88] |
BO C S,LI S. Mesh free simulation of ductile fracture[J]. International Journal for Numerical Methods in Engineering,2010,60(8):1 425-1 450.
|
[1] |
谷德振. 岩体工程地质力学基础[M]. 北京:科学出版社,1983:198-259.(GU Dezhen. Fundamental of rock engineering geomechanics[M]. Beijing:Science Press,1983:198-259..(in Chinese))
|
[97] |
李鹏飞,朱其志,顾水涛,等. 岩石类材料裂隙形成和扩展的相场方法模拟[J]. 工程力学,2018,35(3):41-48.(LI Pengfei,ZHU Qizhi,GU Shuitao,et al. A phase field method to simulate crack nucleation and crack propagation in rock-like materials[J]. Engineering Mechanics,2018,35(3):41-48.(in Chinese))
|
[106] |
杨建平,陈卫忠,戴永浩. 裂隙岩体变形模量尺寸效应研究I:有限元法[J]. 岩土力学,2011,32(5):1 538-1 545.(YANG Jianping,CHEN Weizhong,DAI Yonghao. Study of scale effect of deformation modulus of fractured rock mass part I:Finite element method[J]. Rock and Soil Mechanics,2011,32(5):1 538-1 545.(in Chinese))
|
[108] |
杨建平,陈卫忠,戴永浩. 裂隙岩体变形模量尺寸效应研究II:解析法[J]. 岩土力学,2011,32(6):1 607-1 612.(YANG Jianping,CHEN Weizhong,DAI Yonghao. Study of scale effect of deformation modulus of fractured rock mass part II:Analytical method[J]. Rock and Soil Mechanics,2011,32(6):1 607-1 612.(in Chinese))
|
[10] |
FEKETE S,DIEDERICHS M. Integration of three-dimensional laser scanning with discontinuum modelling for stability analysis of tunnel in blocky rockmasses[J]. International Journal of Rock Mechanics and Mining Sciences,2013,57:11-23.
|
[19] |
PRIEST S D. Discontinuity analysis for rock engineering[M]. London:Chapman and Hall,1993:24-62.
|
[109] |
TAN X J,CHEN,W Z,LIU H Y,et al. A unified model for frost heave pressure in the rock with a penny-shaped fracture during freezing[J]. Cold Regions Science and Technology,2018,(153):1-9.
|
[28] |
何传永. 非连续变形分析方法程序与工程应用[M]. 北京:水利水电出版社,2009:114-130.(HE Chuanyong. Discontinuous analysis methods and application[M]. Beijing:China Water and Power Press,2009:114-130.(in Chinese))
|
[37] |
刘才华,陈从新,付少兰. 剪应力作用下岩体裂隙渗流特性研究[J]. 岩石力学与工程学报,2003,22(10):1 651-1 655.(LIU Caihua,CHEN Congxin,FU Shaolan. Study on seepage characteristics of a single rock fracture under shear stresses[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(10):1 651-1 655.(in Chinese))
|
[46] |
ZIMMERMAN R W,BODVARSSON G S. Hydraulic conductivity of rock fractures[J]. Transport in Porous Media,1996,23(1):1-30.
|
[55] |
速宝玉,詹美礼,张祝添. 充填裂隙渗流特性实验研究[J]. 岩土力学,1994,15(4):46-52.(SU Baoyu,ZHAN Meili. Experimental research of seepage characteristics for filled fracture[J]. Rock and Soil Mechanics,1994,15(4):46-52.(in Chinese))
|
[64] |
KELSALL P C,CASE J B,CHABANNES C R. Evaluation of excavation-induced changes in rock permeability[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1984,21(3):123-135.
|
[72] |
朱维申,陈卫忠,申 晋. 雁形裂纹扩展的模型试验及断裂力学机制研究[J]. 固体力学学报,1998,(4):355-360.(ZHU Weishen,CHEN Weizhong,SHEN Jin. Simulation experiment and fracture mechanism study on propagation of echelon pattern cracks[J]. Chinese Journal of Solid Mechanics,1998,(4):355-360.(in Chinese))
|
[73] |
KEMENY J M. A model for non-linear rock deformation under compression due to sub-critical crack growth[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1991,28(6):459-467.
|
[75] |
HORII H,NEMATNASSER S. Brittle failure in compression:splitting,faulting and brittle-ductile transition[J]. Philosophical Transactions of the Royal Society of London,1986,319:337-374.
|
[77] |
WAN R G,EGHBALIAN M. Hydro-mechanical description of fractured porous media based on microporomechanics[J]. International Journal of Solids and Structures,2016,96:274-287.
|
[91] |
POTYONDY D O,CUNDALL P A. A bonded-particle model for rock[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41:1 329-1 364.
|
[24] |
BELAYNEH M,COSGROVE J W. Fracture-pattern variations around a major fold and their implications regarding fracture prediction using limited data:an example from the Bristol Channel Basin[C]// COSGROVE J W,ENGELDER T. Initiation,propagation,and arrest of joints and other fractures. London:Special Publications,2004,89-102.
|
[33] |
JING L,TSANG C F,STEPHANSSON O. DECOVALEX:an international co-operative research project on mathematical models of coupled THM processes for safety analysis of radioactive waste repositories[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1995,32(5):389-398.
|
[42] |
JIANG Y J,XIAO J,TANABASHI Y,et al. Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(2):275-286.
|
[60] |
JONES JR F O. A laboratory study of the effects of confining pressure on fracture flow and storage capacity in carbonate rocks[J]. Journal of Petroleum Technology,1975,27(1):21-27.
|
[69] |
刘静波,赵阳升,胡耀青,等. 剪应力对煤体渗透性影响的研究[J]. 岩土工程学报,2009,31(10):1 631-1 635. (LIU Jingbo,ZHAO Yangsheng,HU Yaoqing,et al. Influence of shear stress on permeability coefficient of coal[J]. Chinese Journal of Geotechnical Engineering,2009,31(10):1 631-1 635.(in Chinese))
|
[78] |
SHAO J F,RUDNICKI J W. A microcrack-based continuous damage model for brittle geomaterials[J]. Mechanics of Materials,2000,32(10):607-619.
|
[87] |
FRIES T P,BELYTSCHKO T. The extended/generalized finite element method:an overview of the method and its applications[J]. International Journal for Numerical Methods in Engineering,2010,84(3):253-304.
|
[98] |
SANTILLÁN D,MOSQUERA J C,CUETO F L. Phase field model for brittle fracture:Validation with experimental results and extension to dam engineering problems[J]. Engineering Fracture Mechanics,2017,178:109-125.
|
[105] |
WANG L Y,CHEN W Z,TAN X Y,et al. Numerical investigation on the stability of deforming fractured rocks using discrete fracture networks:a case study of underground excavation[J]. Bulletin of Engineering Geology and the Environment,2020,79:133-151.
|
[74] |
WANG L Y,CHEN W Z,TAN X Y,et al. The impact of various crack geometrical parameters on stress field over tip under different mixed loading conditions and inclination angles[J]. Theoretical and Applied Fracture Mechanics,2018,12.(to be pressed)
|
[76] |
李银平,杨春和. 裂纹几何特征对压剪复合断裂的影响分析[J]. 岩石力学与工程学报,2006,25(3):462-466.(LI Yinping,YANG Chunhe. Influence of geometric characteristics of pre-existing cracks on mixed mode fractures under compression-shear loading[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(3):462-466.(in Chinese))
|
[83] |
曹 平,曹日红,赵延林,等. 岩石裂纹扩展−破断规律及流变特征[J]. 中国有色金属学报,2016,26(8):1 737-1 762.(CAO Ping,CAO Rihong,ZHAO Yanlin,et al. Propagation coalescence and rheological fracture behavior of rock cracks[J]. The Chinese Journal of Nonferrous Metals,2016,26(8):1 737-1 762.(in Chinese))
|
[85] |
TANG C A,LIU H,LEE P K K,et al. Numerical studies of the influence of microstructure on rock failure in uniaxial compression — Part I:effect of heterogeneity[J]. International Journal of Rock Mechanics and Mining Sciences,2000,37(4):555-569.
|
[92] |
MUNJIZA A,OWEN D R J,BICANIC N. A combined finite-discrete element method in transient dynamics of fracturing solids[J]. Engineering Computations,2013,12(2):145-174.
|
[94] |
MAS IVARS D,PIERCE M E,DARCEL C,et al. The synthetic rock mass approach for jointed rock mass modelling[J]. International Journal of Rock Mechanics and Mining Sciences,2011,48:219-244.
|
[101] |
王明恕,何修仁,郑雨天. 全长锚固锚杆的力学模型及其应用[J]. 金属矿山,1983,(4):24-29.(WANG Mingshu,HE Xiuren,ZHENG Yutian. The mechanical model of full length anchoring bolt and its application[J]. Metal Mine,1983,(4):24-29.(in Chinese))
|
[103] |
朱维申,何满潮. 复杂条件下围岩稳定性与岩体动态施工力学[M]. 北京:科学出版社,1995:31-51.(ZHU Weishen,HE Manchao. Surrounding rock stability and rock dynamic construction under complicated conditions[M]. Beijing:Science Press,1995:31-51.(in Chinese))
|
[107] |
YANG J P,CHEN W Z,DAI Y,et al. Numerical determination of elastic compliance tensor of fractured rock masses by finite element modeling[J]. International Journal of Rock Mechanics and Mining Sciences,2014,100(70):474-482.
|
[110] |
陈卫忠,杨典森,王鲁瑀,等. 一种地质体结构面应力渗流耦合剪切流变系统[P]. 中国:CN201710192613,2017-05-31.(CHEN Weizhong,YANG Diansen,WANG Luyu,et al. A system of stress-seepage-shear coupling under rheological loading for geological structural surface[P]. China:CN201710192613,2017-05-31.(in Chinese))
|
[79] |
ZHU Q Z,KONDO D,SHAO J F. Micromechanical analysis of coupling between anisotropic damage and friction in quasi brittle materials:role of the homogenization scheme[J]. International Journal of Solids and Structures,2008,45(5):1 385-1 405.
|
[82] |
YANG S Q,DAI Y H,HAN L J,et al. Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression[J]. Engineering Fracture Mechanics,2009,76(12):1 833-1 845.
|
[84] |
ELMO D,STEAD D. An integrated numerical modelling discrete fracture network approach applied to the characterization of rock mass strength of naturally fractured pillars[J]. Rock Mechanics and Rock Engineering,2010,43(1):3-19.
|
[86] |
GUOWEI M A,XINMEI A N,LEI H E. The numerical manifold method:A Review[J]. International Journal of Computational Methods,2010,7(1):1-32.
|
[93] |
SHI G H,GOODMAN R E. Generalization of two-dimensional discontinuous deformation analysis for forward modeling[J]. International Journal for Numerical and Analytical Methods in Geomechanics,1989,13(4):359-380.
|
[95] |
ESMAIELI K,HADJIGEORGIOU J,GRENON M. Estimating geometrical and mechanical REV based on synthetic rock mass models at Brunswick Mine[J]. International Journal of Rock Mechanics and Mining Sciences,2010,47(6):915-926.
|
[100] |
张 伟,刘泉声. 基于剪切试验的预应力锚杆变形性能分析[J]. 岩土力学,2014,35(8):2 231-2 240.(ZHANG Wei,LIU Quansheng. Analysis of deformation characteristics of prestressed anchor bolt based on shear test[J]. Rock and Soil Mechanics,2014,35(8): 2 231-2 240.(in Chinese))
|
[102] |
何满潮,郭志飚. 恒阻大变形锚杆力学特性及其工程应用[J]. 岩石力学与工程学报,2014,33(7):1 297-1 308.(HE Manchao,GUO Zhibiao. Mechanical property and engineering application of anchor bolt with constant resistance and large deformation[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(7):1 297-1 308.(in Chinese))
|
[104] |
伍国军,褚以惇,陈卫忠. 地下工程锚固界面力学模型及其时效性研究[J]. 岩土力学,2011,32(1):237-244.(WU Guojun,CHU Yidun,CHEN Weizhong. Constitutive model of anchorage interface in underground engineering and its time-effect analysis[J]. Rock and Soil Mechanics,2011,32(1):237-244.(in Chinese))
|
[2] |
孙广忠. 岩体结构力学[M]. 北京:科学出版社,1988:109-236.(SUN Guangzhong. Structural mechanics of rock mass[M]. Beijing:Science Press,1988:109-236.(in Chinese))
|
[11] |
蔡 毅,唐辉明,葛云峰,等. 岩体结构面三维粗糙度评价的新方法[J]. 岩石力学与工程学报,2017,36(5):1 101-1 110.(CAI Yi,TANG Huiming,GE Yunfeng,et al. A novel method to evaluate the roughness of 3D joint for rock mass[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(5):1 101-1 110.(in Chinese))
|
[20] |
倪春中,刘春学,张世涛. 从岩石露头裂隙迹线估算裂隙三维空间方向[J]. 石油与天然气地质,2013,34(1):102-106.(NI Chunzhong,LIU Chunxue,ZHANG Shitao. Estimation of 3D distribution of fissures according to it on outcrops[J]. Oil and Gas Geology,2013,34(1):102-106.(in Chinese))
|
[29] |
RUTQVIST J,STEPHANSSON O. The role of hydromechanical coupling in fractured rock engineering[J]. Hydrogeology Journal,2003,11(1):7-40.
|
[38] |
蒋宇静,李 博,王 刚,等. 岩石裂隙渗流特性试验研究的新进展[J]. 岩石力学与工程学报,2008,27(12):2 377-2 386.(JIANG Yujing,LI Bo,WANG Gang,et al. New advances in experimental study on seepage characteristics of rock fractures[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(12):2 377-2 386.(in Chinese))
|
[40] |
肖维民,夏才初,邓荣贵. 岩石节理应力-渗流耦合试验系统研究进展[J]. 岩石力学与工程学报,2014,33(增2):3 456-3 465. (XIAO Weimin,XIA Caichu,DENG Ronggui. Advances in development of coupled stress-flow test system for rock joints[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(Supp.2):3 456-3 465.(in Chinese))
|
[47] |
AMADEI B,ILLANGASEKARE T. A mathematical model for flow and solute transport in non-homogeneous rock fractures[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1994,31(6):719-731.
|
[56] |
BRACE W F. A note on permeability changes in geologic material due to stress[J]. Pure and Applied Geophysics,1978,116(4-5):627-633.
|
[65] |
OHNISHI Y,YANO T,IWAMOTO H,et al. The history of the research and development of the apparatuses measuring both the shear strength and the roughness profile of rock joints[J]. Doboku Gakkai Ronbunshu,2000,2000(645):307-320.
|
[67] |
仵彦卿. 岩体水力学基础(五)[J]. 水文地质工程地质,1997,(5):41-45.(WU Yanqing. Fundamental of rock hydraulic mechanics (Part 5)[J]. Hydrogeological Engineering Geology,1997,(5):41-45. (in Chinese))
|
[22] |
BAECHER G B,LANNEY N A. Trace length biases in joint surveys[C]// Proceedings of the 19th US Symposium on Rock Mechanics. Nevada:American Rock Mechanics Association,1978,56-65.
|
[31] |
张有天. 岩石水力学与工程[M]. 北京:中国水力水电出版社,2005:7-25.(ZHANG Youtian. Rock hydraulics and engineering[M]. Beijing:China Water and Power Press,2005:7-25.(in Chinese))
|