引文
[1]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[J].岩土工程学报,1995,17(2):1319.LI Shi-ping,LI Yu-shou,WU Zhen-ye.The permeability-strainequations relating to complete stress-strain path of the rock[J].Chinese Journal of Geotechnical Engineering,1995,17(2):13 19.
[2]彭苏萍,屈洪亮,罗立平,等.沉积岩石全应力应变过程的渗透性试验研究[J].煤炭学报,2000,25(2):113116.PENG Su-ping,QU Hong-liang,LUO Li-ping,et al.Anexperimental study on the penetrability of sedimentary rockduring the complete stress-strain path[J].Journal of China CoalSociety,2000,25(2):113 116.
[3]彭苏萍,孟召平,王虎,等.不同围压下砂岩孔渗规律试验研究[J].岩石力学与工程学报,2003,22(5):742746.PENG Su-ping,MENG Zhao-ping,WANG Hu,et al.Testingstudy on pore ratio and permeability of sandstone under differentconfining pressures[J].Chinese Journal of Rock Mechanics andEngineering,2003,22(5):742 746.
[4]姜振泉,季梁军.岩石全应力应变过程渗透性试验研究[J].岩土工程学报,2001,23(2):153156.JIANG Zhen-quan,JI Liang-jun.The laboratory study onbehavior of permeability of rock along the complete stress-strainpath[J].Chinese Journal of Geotechnical Engineering,2001,23(2):153 156.
[5]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[J].岩石力学与工程学报,2002,21(10):1442 1446.JIANG Zhen-quan,JI Liang-jun,ZUO Ru-song,et al.Correlation among rock permeability and strain,stress underservo-control condition[J].Chinese Journal of Rock Mechanicsand Engineering,2002,21(10):1442 1446.
[6]朱珍德,张爱军,徐卫亚.脆性岩石全应力应变过程渗流特性试验研究[J].岩土力学,2002,23(5):555559.ZHU Zhen-de,ZHANG Ai-jun,XU Wei-ya.Experimentalresearch on complete stress-strain process seepage characteristicsof brittle rock[J].Rock and Soil Mechanics,2002,23(5):555 559.
[7]韩宝平,冯启言,于礼山,等.全应力应变过程中碳酸盐岩渗透性研究[J].工程地质学报,2000,8(2):127129.HAN Bao-ping,FENG Qi-yan,YU Li-shan,et al.Study on thepermeability of carbonate during full periods of stress-strain[J].Journal of Engineering Geology,2000,8(2):127 129.
[8]王金安,彭苏萍,孟召平.岩石三轴全应力应变过程中的渗透规律[J].北京科技大学学报,2001,23(6):489491.WANG Jin-an,PENG Su-ping,MENG Zhao-ping.Permeabilityrule in full strain-stress process of rock under triaxialCompression[J].Journal of University of Science andTechnology Beijing,2001,23(6):489 491.
[9]李长洪,张立新,姚作强,等.两种岩石的不同类型渗透特性实验及其机理分析[J].北京科技大学学报,2010,32(2):158 164.LI Chang-hong,ZHANG Li-xin,YAO Zuo-qiang,et al.Permeability characteristics experiment and its mechanismanalysis of two types of rocks[J].Journal of University ofScience and technology Beijing,2010,32(2):158 164.
[10]杨天鸿,唐春安,朱万成,等.岩石破裂过程渗流与应力耦合分析[J].岩土工程学报,2001,23(4):489494.YANG Tian-hong,TANH Chun-an,ZHU Wan-cheng,et al.Coupling analysis of seepage and stresses in rock failureprocess[J].Chinese Journal of Geotechnical Engineering,2001,23(4):489 494.
[11]杨天鸿.岩石破裂过程渗透性质及其与应力耦合作用研究[D].沈阳:东北大学资源与土木工程学院,2001:6163.YANG Tian-hong.Study on infiltrate character and couplinganalysis of seepage and stress in rock failure process[D].Shenyang:Northeastern University.School of Resource andCivil Engineering,2001:61 63.
[12]刘洪磊,杨天鸿,于庆磊,等.凝灰岩破坏全过程渗流演化规律的实验研究[J].东北大学学报:自然科学版,2009,30(7):1030 1033.LIU Hong-lei,YANG Tian-hong,YU Qing-lei,et al.Experimental study on fluid permeation evolution in wholefailure process of tuff[J].Journal of Northeastern University:Natural Science,2009,30(7):1030 1033.
[13]仵彦卿,曹广祝,王殿武.基于X-射线CT方法的岩石小裂纹扩展过程分析[J].应用力学学报,2005,22(3):484492.WU Yan-qing,CAO Guang-zhu,WANG Dian-wu.Microfracturing processes of rock by real-time observation ofX-ray CT[J].China Journal of Applied Mechanics,2005,22(3):484 492.
[14]Bieniawski Z T.Time-dependent behaviour of fractured rock[J].Rock Mechanics and Rock Engineering,1970,2(3):123 127.
[15]秦四清,徐锡伟,胡平,等.孕震断层的多锁固段脆性破裂机制与地震预测新方法的探索[J].地球物理学报,2010,53(4):1001 1014.QIN Si-qing,XU Xi-wei,HU Ping,et al.Brittle failuremechanism of multiple locked patches in a seismogenic faultsystem and exploration on a new way for earthquakeprediction[J].Chinese Journal of Geophysics,2010,53(4):1001 1014.
[16]Hudson J A,Fairhurst C.Tensile strength,Weibull’s theory and ageneral statistical approach to rock failure[C]//The Proceedingsof the Southampton 1969 Civil Engineering MaterialsConference.Southampton,England,1969:901 914.
[17]Allegre C J,Mouel J L L,Provost A.Scaling rules in rockfracture and possible implications for earthquake prediction[J].Nature,1982,297:47 49.
[18]Smalley R F,Turcotte D L,Solla S A.A renormalization groupapproach to the stick slip behavior of faults[J].J Geophys Res,1985,90:1894 1900.
[19]Wilson K G..Problems in physics with many scales of length[J].Sci Am,1979,241:158 179.
[20]冯增朝,赵阳升,吕兆兴.强随机分布裂隙介质的二维逾渗规律研究[J].岩石力学与工程学报,2006,25(S2):39043908.FENG Zeng-chao,ZHAO Yang-sheng,LU Zhao-xing.Researchon laws of 2D percolation of fully random distribution fracturemedia[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(Supp.2):3904 3908.
[21]陈忠辉,谭国焕,杨文柱.岩石脆性破裂的重正化研究及数值模拟[J].岩土工程学报,2002,24(2):183187.CHEN Zhong-hui,TAN Guo-huan,YANG Wen-zhu.Renormalization study and numerical simulation on brittlefailure of rocks[J].Chinese Journal of Geotechnical Engineering,2002,24(2):183 187.
[22]曹文贵,赵明华,刘成学.基于weibull分布的岩石损伤软化模型及其修正方法研究[J].岩石力学与工程学报,2004,23(19):3226 3231.CAO Wen-gui,ZHAO Ming-hua,LIU Cheng-xue.Study onmodel and its modifying method for rock softening and damagebased on weibull random distribution[J].Chinese Journal ofRock Mechanics and Engineering,2004,23(19):3226 3231.