引文
Bai Shi-Wei,Ren Wei-zhong,Feng Ding-xiang.1999.Failure mechanism and strength properties of rock mass containing close intermittent joints under plane stress condition[J].Chinese Journal of RockMechanics and Engineering,18(6):635-640(in Chinese)
Chen Wei-zhong,Yang Jian-ping,Zou Xi-de,Zhou Chun-hong.2008.Research on macromechanical parameters of fractured rock masses[J].Chinese Journal of Rock Mechanics and Engineering,27(8):1569-1574(in Chinese with English abstract)
Chun'an Tang,Shibin Tang.2011.Applications of rock failure process analysis(RFPA)method[J].Journal of Rock Mechanics andGeotechnical Engineering,3(4):352-372
Deng Sheng-jun,Lu Xiao-min,Huang Xiao-yang.2013.A brief summary of analysis methods for the stability of underground surroundingrock masses[J].Geology and Exploration,49(5):0541-0547(inChinese with English abstract)
Du Shou-ji,Zhu Jian-dong,Zhi Hong-tao.2006.Shear tests on rockjoints under different shear deformation histories[J].Chinese Journal of Rock Mechanics and Engineering,25(1):56-60(in Chinese with English abstract)
Fei Kang,Zhang Jian-wei.2009.Application of ABAQUS in Geotechnical Engineering[M].Beijing:Hydraulic and Electric Power Press:67-77(in Chinese with English abstract)
Fu Yu-fang,Liang Zheng-zhao,Tang Chun-an.2000.Numerical simulation on influence of mesoscopic heterogeneity on macroscopic behavior of rock failure[J].Chinese Journal of Geotechnical Engineering,22(6):705-710(in Chinese with English abstract)
Ganne P,Vervoort A,Wevers M.2007.Quantification of pre-peak brittle damage:Correlation between acoustic mission and observed microfracturing[J].Int J Rock Mech Min Sci,44(5):720-729
Ge Xiu-run.1979.Mechanical behaviors and analog analytical method ofjoint and weak intercalations in rock mass[J].Rock and Soil Mechanics,1(1):54-75(in Chinese with English abstract)
Hu Xia-song,Zhao Fa-suo.2005.Numerical simulation on characteristics of shear stress of surrounding rockmass of underground excavation in low ground stress regions[J].Geology and Exploration,41(1):84-88(in Chinese with English abstract)
Ke Chang-ren,Jiang Jun-ling,Ge Xiu-run,Xiao Ben-lin.2011.Numerical simulation on influence of heterogeneity on macroscopic fracture process of rock failure[J].Chinese Journal of Geotechnical En-gineering,30(2):4093-4098(in Chinese with English abstract)
Kong Wei-xue,Rui Yong-qin,Dong Bao-di.2009.Determination of dilatancy angle for geomaterials under non-associated flow rule[J].Rock and Soil Mechanics,30(11):3278-3282(in Chinese withEnglish abstract)
Li Hai-bo,Feng Hai-peng,Liu Bo.2006.Study of strength behavior ofrock joints under different shearing deformation velocities[J].Chinese Journal of Rock Mechanics and Engineering,25(12):2435-2440(in Chinese with English abstract)
Li Ke-gang,Xu Jiang,Li Shu-chun.2005.Study on property of rockmass discontinuity shear strength in Three Gorges reservoir area[J].Rock and Soil Mechanics,26(7):1063-1067(in Chinese withEnglish abstract)
Tian Xiao-fu,Sun Jin-zhong,Liu Li-peng,Zheng Xiao-yan,Jia Lei.2012.Numerical simulation of the influence of structural planes onseismic motion on rock slopes[J].Geology and Exploration,48(4):0840-0846(in Chinese with English abstract)
Wang Qian-yuan,Li Ye.2008.Experimental study of scale effects instrength and deformation of fractal-joint rock masses[J].Rock andSoil Mechanics,29(5):1325-1328(in Chinese with English abstract)
Wang Wei-ming,Yang Geng-she,Zhang Xiang-dong,Ye Hong-dong.2010.Rock Mechanics[M].Beijing:China University of Miningand Technology Press:38-42(in Chinese with English abstract)
Xiao Hong-tian,Zhou Wei-yuan.2001.A Mesoscopic Model of Deformation and Failure for Brittle Rocks[J].Chinese Journal of Rock Mechanics and Engineering,20(2):151-155(in Chinese with English abstract)
Yang Jian-ping,Chen Wei-zhong.2011.Study of scale effect of deformation modulus of fractured rock mass-part I:Finite element method[J].Rock and Soil Mechanics,32(5):1538-1545(in Chinesewith English abstract)
Yu Zi-hua,Yan E-chuan,Yang Chang-bin.2005.Model test researchon multiple sliding failure of a jointed rock mass[J].Rock and SoilMechanics,26(Suppl):77-81(in Chinese with English abstract)
Zhang Xiao-ping,Wu Shun-chuan,Zhang Zhi-zeng,Hu Bo.2008,Numerical simulation and analysis of failure process of soil with weakintercalated layer[J].Rock and Soil Mechanics,29(5):1200-1205(in Chinese with English abstract)
Zhou Xiao-ping,Zhang Yong-xing.2002.Study on property of acousticemission straight shearing test of rock joint in Dachang Tongkengmine[J].Chinese Journal of Rock Mechanics and Engineering,21(5):724-727(in Chinese with English abstract)
白世伟,任伟中,丰定祥.1999.平面应力条件下闭合断续节理岩体破坏机制及强度特性[J].岩石力学与工程学报,18(6):635-640
葛修润.1979.岩体中节理面、软弱夹层等的力学性质和模拟分析方法(1)[J].岩土力学,1(1):54-75
田小甫,孙进忠,刘立鹏,郑小燕,贾雷.2012.结构面对岩质边坡地震动影响的数值模拟研究[J].地质与勘探,48(4):0840-0846
胡夏嵩,赵法锁.2005.低地应力区地下洞室开挖围岩剪应力静态数值模拟研究[J].地质与勘探,41(1):84-88
杜守继,朱建栋,职洪涛.2006.岩石节理经历不同变形历史的剪切实验研究[J].岩石力学与工程学报,25(1):56-60
李克刚,许江,李树春.2005.三峡库区岩体天然结构面抗剪性能实验研究[J].岩土力学,26(7):1063-1067
周小平,张永兴.2002.大厂铜坑矿细脉带岩体结构面直剪试验中声发射特性研究[J].岩石力学与工程学报,21(5):724-727
李海波,冯海鹏,刘博.2006.不同剪切速率下岩石节理的强度特性研究[J].岩石力学与工程学报,25(12):2435-2440
余子华,晏鄂川,杨昌斌.2005.节理化岩体复合式滑动破坏的模型实验研究[J],岩土力学,26(增):77-81
傅宇方,梁正召,唐春安.2000.岩石介质细观非均匀性对宏观破裂过程的影响[J],岩土工程学报,22(6):705-710
柯长仁,蒋俊玲,葛修润,肖本林.2011.岩石介质非均质性对破裂过程的影响研究[J].岩石力学与工程学报,30(2):4093-4098
王谦源,李晔.2008.分形节理岩体强度与变形尺度效应的实验研究[J].岩土力学,29(5):1325-1328
陈卫忠,杨建平,邹喜德,周春宏.2008.裂隙岩体宏观力学参数研究[J].岩石力学与工程学报,27(8):1569-1574
肖洪天,周维垣.2001.脆性岩石变形与破坏的细观力学模型研究[J].岩石力学与工程学报,20(2):151-155
杨建平,陈卫忠,戴永浩.2011.裂隙岩体变形模量尺寸效应研究I:有限元法[J].岩土力学,32(5):1538-1545
邓声君,陆晓敏,黄晓阳.2013.地下洞室围岩稳定性分析方法简述[J].地质与勘探,49(3):0541-0547
费康,张建伟.2009.ABAQUS在岩土工程中的应用[M].北京:中国水利水电出版社:67-77
孔位学,芮勇勤,董宝弟.2009.岩土材料在非关联流动法则下剪胀角选取探讨[J].岩土力学,30(11):3278-3282
王渭明,杨更社,张向东,叶洪东.2010.岩石力学[M].北京:中国矿业大学出版社:38-42
张晓平,吴顺川,张志增,胡波.2008.含软弱夹层土样变形破坏过程细观数值模拟及分析[J].岩土力学,29(5):1200-1205