[1]Tsang C F. Coupled processes associated with nuclear waste repositories[M]. New York: Academic Press, 1987.[2]Tsang C F. Coupled thermomechanical and hydrochemical processes in tock fractures[J]. Review of Geophysics,1991, 29(5): 537548.[3]Jing L R, Feng X T. Numerical modeling for coupled thermohydromechanical and chemical processes (THMC) of geological mediainternational and Chinese experiences[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(10):17041715. [4]Jing L, Stephansson O, Tsang C F, et al. DECOVALEX mathematical models of coupled THM processes for nuclear waste repositories[M]. Stockholm, Sweden: Executive Summary for PhaseⅠ、Ⅱ and Ⅲ. SKI report 96:58. Swedish Nuclear Power Inspectorate, 1996.[5]Jing L R, Stephansson O, Tsang C F, et al. DECOVALEX Ⅱ project, executive summary[M]. Stockholm, Sweden: SKI Report 99:24. Swedish Nuclear Power Inspectorate, 1999.[6]Stephansson O, Hudson J A, Jing L R. International conference on coupled THMC processes in geosystems: Fundamentals, Modelling, Experiments and Applications[M]. Stockholm, Sweden: Elsevier, 2003. [7]Huttert M K, Willis D G. Mechanic of hydraulic fracturing[J]. Transactions of American Institute of Mining Engineers, 1957, 210: 153168.[8]Haimson B. Hydraulic fracturing in porous and nonporous rock and its potential for determining insite stress at great depth[D]. Minnesota: University of Minnesota, 1968.[9]Blair S C, Thorpe R K, Shaffer F E. Laboratory observations of the effect of geologic discontinuities on hydorfracture propagation[C]//Rock Mechanics as a Guide for Efficient Utilization of Natural Resources. Rotterdam: Balkema, 1989.[10]Kim C M, Abass H H. Hydraulic fracture initiation from horizontal wellbores: Laboratory experiments[C]// Rock Mechanics as a Multidisciplinary Science, Proceedings of the 32nd U.S. Symposium. Rotterdam: Balkema, 1991: 231240.[11]De Pater C J, Weyers L, Savic M, et al. Experimental study of nonlinear effects in hydraulic fracture propagation[J]. SPE, 1993:25893.[12]Sousa J L. Threedimensional simulation of nearwellbore phenomena related to hydraulic fracturing from a perforated wellbore[D]. New York: Cornell University, 1992.[13]王建军. 应用水压致裂法测量三维的应力的几个问题[J]. 岩石力学与工程学报,2000,19(2): 229233.WANG Jianjun. Several problems in application of hydraulic fracturing method to insitu 3D stress measurement[J]. Chinese Journal of Rock Mechanics and Engineering, 2000,19(2): 229233.[14]刘允芳. 水压致裂法三维地应力测量[J]. 岩石力学与工程学报, 1991,10(3): 246256.LIU Yunfang. Insitu 3D stress measurements by hydraulic fracturing technique[J]. Chinese Journal of Rock Mechanics and Engineering, 1991,10(3): 246256.[15]张延新,宋常胜,蔡美峰,等. 深孔水压致裂地应力测量及应力场反演分析[J]. 岩石力学与工程学报,2010,29(4): 778786. ZHANG Yanxin, SONG Changsheng, CAI Meifeng, et al. Geostress measurements by hydraulic fracturing method at great depth of boreholes and numerical modeling predictions of stress field[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(4): 778786.[16]詹美礼,岑建. 岩体水力劈裂机制圆筒模型试验及解析理论研究[J]. 岩石力学与工程学报, 2007, 26(6): 11731182.ZHAN Meili, CEN Jian. Experimental and analytical study on hydraulic fracturing of cylinder sample[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(6): 11731182.[17]冯晓莹,徐泽平. 心墙水力劈裂机理的离心模型试验研究[J]. 水利学报,2009,40(10): 12591263.FENG Xiaoying, XU Zeping. Centrifugal model study on mechanism of hydraulic fracturing of clay corewall in rockfill dams[J]. Shuili Xuebao,2009,40(10): 12591263.[18]陈勉,庞飞,金衍. 大尺寸真三轴水力压裂模拟与分析[J]. 岩石力学与工程学报, 2000, 19(增刊):868872.CHEN Mian, PANG Fei, JIN Yan. Experiments and analysis on hydraulic fracturing by a largesize triaxial simulator[J]. Chinese Journal of Rock Mechanics and Engineering,2000,19(Sup.):868872.[19]唐红侠,周志芳,王文远. 水劈裂过程中岩体渗透性规律及机理分析[J]. 岩土力学, 2004, 25(8): 13201322.TANG Hongxia, ZHOU Zhifang, WANG Wenyuan. Permeability of rock and mechanism analysis during hydraulic fracturing[J]. Rock and Soil Mechanics,2004,25(8): 13201322.[20]李连崇,杨天鸿,唐春安,等. 岩石水压致裂过程的耦合分析[J]. 岩石力学与工程学报,2003,22(7):10601066.LI Lianchong, YANG Tianhong, TANG Chunan, et al. Chinese Journal of Rock Mechanics and Engineering,2003,22(7):10601066.[21]郭保华. 单孔岩样水压致裂的数值分析[J]. 岩土力学,2010,31(6): 19651970.GUO Baohua. Numerical analysis of hydraulic fracturing on singleholed rock specimens[J]. Rock and Soil Mechanics,2010,31(6): 19651970.[22]姜文忠,张春梅,姜勇,等. 水压致裂作用对岩石渗透率影响数值模拟[J]. 辽宁工程技术大学学报:自然科学版,2009,28(5): 693697. JIANG Wenzhong, ZHANG Chunmei, JIANG Yong, et al. Numerical simulation of rock permeability enhanced by hydraulic fracturing[J]. Journal of Liaoning Technical University:Nature Science,2009,28(5): 693697.[23]Feng X T, Pan P Z, Zhou H. Simulation of rock microfracturing process under uniaxial compression using elastoplastic cellular automata[J]. Int J Rock Mech and Min Sci,2006,43(7): 10911108.[24]Pan P Z, Feng X T, Zhou H. Simulation of rock fracturing in an HM coupling environment using a cellular automaton[C]//The 2nd International Conference on Coupled THMC Processes in Geosystems. Fundamentals, Modeling, Experiments and Applications. Nanjing: Science Press, 2006: 503508. [25]王国庆. 岩体水力劈裂试验及裂纹扩展的无单元法计算[D]. 南京:河海大学水利水电学院, 2004. |