引文
[1]谢和平.岩石、混凝土损伤力学[M].徐州:中国矿业大学出版社,1990.152-166.(Xie Heping.Damage Mechanics of Rock and Concrete[M].Xuzhou:China University of Mining and Technology Press,1990.152-166.(in Chinese)).
[2]凌建明.节理岩体损伤力学及时效损伤特性的研究[博士学位论文][D].上海:同济大学,1992.55-59.(Ling Jianming.Study on damage mechanics and damaged characteristic for jointed rock mass[Ph.D.Thesis][D].Shanghai:Tongji University,1992.55-59.(in Chinese)).
[3]吴紫汪,马巍,蒲毅彬,等.冻土蠕变变形特征的细观分析[J].岩土工程学报,1997,19(3):1-6.(Wu Ziwang,Ma Wei,Pu Yibin,et al.Meso analysis of deformation characteristics in creep process of frozen soil[J].Chinese Journal of Geotechnical Engineering,1997,19(3):1-6.(in Chinese)).
[4]杨更社,谢定义,张长庆,等.岩石损伤特性的CT识别[J].岩石力学与工程学报,1996,15(1):48-54.(Yang Gengshe,Xie Dingyi,Zhang Changqing,et al.CT identification of rock damage properties[J].Chinese Journal of Rock Mechanics and Engineering,1996,15(1):48-54.(in Chinese))
[5]杨更社,谢定义,张长庆.岩石损伤CT数分布规律的定量分析[J].岩石力学与工程学报,1998,17(3):279-285.(Yang Gengshe,Xie Dingyi,Zhang Changqing.The quantitative analysis of distribution regulation of the CT values of rock damage[J].Chinese Journal of Rock Mechanics and Engineering,1998,17(3):279-285.(in Chinese)).
[6]Kawakata H,Cho A,Kiyama T,et al.Three-dimensional observations of faulting process in Westerly granite under uniaxial and triaxial conditions by X-ray CT scan[J].Tectonophysics,1999,313(3):293-305.
[7]葛修润,任建喜,蒲毅彬,等.煤岩三轴细观损伤演化规律的CT动态试验[J].岩石力学与工程学报,1999,18(5):497-502.(Ge Xiurun,Ren Jianxi,Pu Yibin,et al.A real-in-time CT triaxial testing study of meso-damage evolution law of coal[J].Chinese Journal of Rock Mechanics and Engineering,1999,18(5):497-502.(in Chinese)).
[8]Sarkar P.A brief history of cellular automats[J].ACM Computing Surveys,2000,32(1):80-107.
[9]Hillerborg A,Modeer M,Petersson P E.Analysis of crack formation and crack growth in concrete by means of fracture,mechanics and finite element[J].Cement and Concrete Research,1976,6(6):773-782.
[10]Bazant Z P,Tabbara M R,Kazemi M T,et al.Random particle model for fracture of aggregate or fiber composites[J].Journal of Engineering Mechanics,1990,116(8):1 686-1 705.
[11]Blair S C,Cook N G W.Analysis of compressive fracture in rock using statistical techniques—part I.A nonlinear rule-based model[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(7):837-848.
[12]Blair S C,Cook N G W.Analysis of compressive fracture in rock using statistical techniques—part II.Effect of microscale heterogeneity on macroscopic deformation[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(7):849-862.
[13]唐春安,赵文.岩石破裂全过程分析软件系统RFPA2D[J].岩石力学与工程学报,1997,16(5):507-508.(Tang Chun′an,Zhao Wen.RFPA2D system for rock failure process analysis[J].Chinese Journal of Rock Mechanics and Engineering,1997,16(5):507-508.(in Chinese))
[14]冯夏庭,周辉,李明田.岩石破坏过程的细胞自动机方法[A].见:全球华人中青年学者岩土力学与工程学术论坛[C].武汉:[s.n.],2003.75-89.(Feng Xiating,Zhou Hui,Li Mingtian.Cellular automata method for rock failure process analysis[A].In:Soil Mechanics and Engineering Forum for Global Chinese Youth[C].Wuhan:[s.n.],2003.75-89.(in Chinese))
[15]Li M T,Feng X T,Zhou H.Cellular automata simulation of the interaction mechanism of two cracks in rock under uniaxial compression[J].International Journal of Rock Mechanics and Mining Sciences,2004,41(3):452.
[16]沈成武,戴诗亮,杨吉新,等.平面弹性力学中的细胞自动机方法[J].清华大学学报(自然科学版),2001,41(11):35-38.(Shen Chengwu,Dai Shiliang,Yang Jixin,et al.Cellular automata for analysis of plane problem in theory of elasticity[J].Journal of Tsinghua University(Science and Technology),2001,41(11):35-38.(in Chinese))
[17]沈成武,唐小兵,杨吉新.平面桁架力学分析的细胞自动机方法初探[J].武汉交通科技大学学报,2000,24(2):105-108.(Shen Chengwu,Tang Xiaobing,Yang Jixin.An approach to mechanical analysis of plane truss using cellular automata[J].Journal of Wuhan Transportation University,2000,24(2):105-108.(in Chinese))
[18]Gurdal Z,Tatting B.Cellular automata for design of truss structures with linear and nonlinear response[A].In:Proceedings of the 41st AIAA/ASME/ASCE/AHS Structure,Structural Mechanics and Materials Conference[C].Atlanta,USA:[s.n.],2000.1 580-1 591.
[19]Tatting B,Gurdal Z.Cellular automata for design of two-dimensional continuum structure[A].In:Proceedings of the 8th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization[C].[s.l.]:[s.n.],2000.4 832-4 841.
[20]Owen D R J,Hinton E.Finite Element in Plasticity—Theory and Practice[M].Swansea:Pinerige Press Limited,1980.
[21]唐春安,徐小荷.缺陷的演化繁衍与Kaiser效应函数[J].地震研究,1990,13(2):90-100.(Tang Chan′an,Xu Xiaohe.Evolution and propagation of material defects and Kaiser effect function[J].Journal of Seismological Research,1990,13(2):90-100.(in Chinese))
[22]张承娟,盛祝平.利用岩石记忆特性量测钻孔地应力[J].水力发电学报,1990,29(2):72-81.(Zhang Chengjuan,Sheng Zhuping.Measurement of bored geo-stress with the memory property of rock[J].Journal of Hydroelectric Engineering,1990,29(2):72-81.(in Chinese)).
[23]张晖辉,颜玉定,余怀忠,等.循环载荷下大试件岩石破坏声发射试验——岩石破坏前兆的研究[J].岩石力学与工程学报,2004,23(21):3 621-3 628.(Zhang Huihui,Yan Yuding,Yu Huaizhong,et al.Acoustic emission experimental research on large-scaled rock failure under cycling load—fracture precursor of rock[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(21):3 621-3 628.(in Chinese))
[24]Hudson J A,Harrison J P.Engineering Rock Mechanics:Illustrative Worked Examples[M].New York:Pergamon Press,2000.