CURRENT STATUS AND PROSPECTS OF RESEARCH ON MECHANISM FOR UNLOADING FAILURE OF ENGINEERING ROCK MASS

[1] 　徐积善.强度理论及其应用
[M].北京:水利电力出版社1984.Xu Jishan.Intensity theory and its application,Beijing:Water Resources and Hydro Power Press,1984.


[2] 　周维垣.高等岩石力学
[M].北京:水利电力出版社,1990.Zhou Weiyuan.Advanced rock mechanics,Beijing:Water Resourceand Hydro Power Press,1990.


[3] 　Jaeger J.C.and Cook N.G.W.Fundamentals of rock mechanics(3ded.)
[M],London:Chapman and Hall Press,1979.


[4] 　徐志英.岩石力学
[M].北京:水利电力出版社,1986.Xu Zhiying.Rock mechanics,Beijing:Water Resources and HydroPower Press,1986.


[5] 　郑永学.矿山岩体力学
[M].北京:冶金工业出版社,1988.Zheng Yongxue.Mine rock mass mechanics,Beijing:Metallurgy Industry press,1988.


[6] 　林天健.岩石力学若干假说及其工程意义的评述
[J].力学与实践,1989,11(6):64～70.Lin Tianjian.Comment on some suppositions of rock mechanics andtheir engineering meaning.Mechanics and Practice,1989,11(6)64～70.


[7] 　Griffith A.A.The Phenomena of Rupture and Flow in Solids
[J].Phil.Trans.Roy.Soc.,London:1921,A221:163～198.


[8] 　Griffith A.A.Theory of Rupture
[A].Proc.First Int.CongresAppl.Mech.
[C],1924,Delft:55～63.


[9] 　Brace M.F.,Paulding B.W.and Scholz C.Dilatancy in the Fracture of Crystalline Rocks
[J].J.Geophys.Res.,1966,71:3939～3953.


[10] 　Brady B.T.A Mechanical Equation of State for Brittle Rock
[A].PartⅠThe Prefailure Behavior of Brittle Rock
[C].Int.J.RockMech.Min.Sci.&Geomech.Abstr.,1970,7:385～421.


[11] 　Brady B.T.A Mechanical Equation of State for Brittle Rock
[A].PartⅡThe Prefailure Initiation Behavior of Brittle Rock
[C].Int.J.Rock Mech.Min.Sci.&Geomech.Abstr.,1973,10:291～307.


[12] 　Lajtai E.Z.A Mechanistic View of Some Aspects of Jointing inRocks
[J].Tectonphysics,1977,38:327～388.


[13] 　蒋爵光等.国家自然科学基金项目“非贯通裂隙岩体的强度特征及破坏机制研究”研究报告
[R].西南交通大学,1991.Jiang Jueguang,et al.Study on the intensity character and breakagemechanism of non-connected jointed rock mass.The research report about project of The National Natural Science Foundation ofChina,Southwest Jiao-tong University,1991.


[14] 　Myer L.R.et al.Extensile Crack in Porous Rock under DifferentialCompressive Stress.Appl.Mech.Rev.,1992,45(8):263～280.


[15] 　Teng-fong Wong,Hiram Szeto and Jiaxiang Zhang.Effect of Loading Path and Porosity on the Failure Mode of Porous Rocks.Appl.Mech.Rev.,1992,45(8):281～293.


[16] 　Jaeger J.C.Brittle Fracture of Rocks
[A].Proceedings of theEighth Symposium on Rock Mechanics
[M],Baltimore:Port CityPress,1967:3～57.


[17] 　Swanson S.R.et al.An Observation of Loading Path Independenceof Fracture Rock
[M].Int.J.Rock Mech.Min.Sci.,1971,8(3):277～281.


[18] 　Crouch S.L.A Note on Post-Failure Stress-Strain Path Dependence in Norite
[J].Int.J.Rock Mech.Min.Sci.,1972,9(2):197～204.


[19] 　陈禺页,姚孝新,耿乃光.应力路径、岩石的强度和体积膨胀
[J].中国科学,1979,(11):1093～1100.Chen Yong,et al..Strength and volume dilatancy of rock under various stress paths.China Science,1979,(11):1093～1100.


[20] 　陈旦熹,戴冠一.三向应力状态下大理岩压缩变形试验研究
[J].岩土力学,1982,3(1).Chen Danxi,et al..The experimental investigation on compress deformation of a marble under triaxial stress state.Rock and Soil Mechanics,1982,3(1).


[21] 　吴玉山,李纪鼎.大理岩卸载力学特性研究
[J].岩土力学,1984,5(1).Wu Yushan,et al..Research on unloading mechanical character ofa marble.Rock and Soil Mechanics,1984,5(1).


[22] 　许东俊,耿乃光.岩体变形和破坏的各种应力途径
[J].岩土力学,1986,7(2):17～25.Xu Dongjun,et al..The various stress paths causing deformationand failure in rocks.Rock and Soil Mechanics,1986,7(2):17～25.


[23] 　尹光志,李贺,鲜学福,许江.工程应力变化对岩石强度特性影响的试验研究
[J].岩土工程学报,1987,9(2):20～27.Yin Guangzhi,et al..The experimental study of the influence of engineering stress changes on strength characteristics of rocks.ChineseJournal of Geotechnical Engineering,1987,9(2):20～28.


[24] 　Ling Jianming.Appl.of Compute Meth.in Rock Mech.ShanxiScience and Technology Press,1993:727～732.


[25] 　李天斌,王兰生.卸荷应力状态下玄武岩变形破坏特征的试验研究
[J].岩石力学与工程学报,1993,12(4):321～327.Li Tianbin,et al..An experimental study on the deformation andfailure features of a basalt under unloading condition.Chinese Journal of Rock Mechanics and Rock Engineering,1993,12(4):321～327.


[26] 　吴刚.红砂岩卸荷破坏特性的试验研究
[A].岩土力学与工程的理论与实践
[C].大连:大连理工大学出版社,1995:228～236.Wu Gang.Experimental investigation on unloading failure characterof red sandstone.The Theory and Practice of Geotechnical Engineering,Dalian:Dalian University of Technology Press.1995,228～236.


[27] 　吴刚.完整岩体卸荷破坏的模型试验研究
[J].实验力学,1997,12(4):549～555.Wu Gang.Experimental investigation on unloading failure of intactrock mass model.Journal of Experimental Mechanics,1997,12(4):549～555.


[28] 　吴刚,孙钧.卸荷应力状态下裂隙岩体的变形和强度特性
[J].岩石力学与工程学报,1998,17(6):615～621.Wu Gang,Sun Jun.Deformation and strength characters of jointedrock mass under unloading stress states.Chinese Journal of RockMechanics and Rock Engineering,1998,17(6):615～621.


[29] 　吴刚.不同应力状态下岩石类材料破坏的声发射特性
[J].岩土工程学报,1998,20(2):82～85.Wu Gang,et al..Acoustic emission character of rock materialsfailure during various stress states.Chinese Journal of GeotechnicalEngineering,1998,20(2):82～85.


[30] 　吴刚.岩体在加、卸荷条件下破坏效应的对比分析
[J].岩土力学,1997,18(2):13～16.Wu Gang.Comparison of failure effects of rock mass under loadingconditions.Rock and Soil Mechanics,1997,18(2):13～16.


[31] 　周维垣等.岩体边坡非连续非线性卸荷及流变分析
[J].岩石力学与工程学报,1997,16(3):210～216.Zhou Weiyuan et al.Nonlinear and discontinuous deformation andrheological analysis for unloaded rock.Slopes.Chinese Journal ofRock Mechanics and Rock Engineering,1997,16(3):210～216.


[32] 　哈秋舟令.岩石边坡工程与卸荷非线性岩石(体)力学
[J].岩石力学与工程学报,1997,16(4):386～391.Ha Qiuling Rock slope engineering and unloading nonlinear rockmass mechanics.Chinese J.of R.M.and R.E.,1997,16(4):386～391.


[33] 　尤明庆,华安增.岩石试样的三轴卸围压试验
[J].岩石力学与工程学报,1998,17(1):24～29.You Mingqing,Hua An-zeng.Triaxial confining depressure test ofrock sample.Chinese Journal of Rock Mechanics and Rock Engineering,1998,17(1):24～29.


[34] 　吴鸿遥.损伤力学
[M].北京:国防工业出版社,1990.Wu Hongyao.Damage Mechanics.National Defence IndustryPress,1990.


[35] 　Dougill J.W.,Lau J.C.and Burt N.J.Toward A TheoreticalModel for Progressive Failure and Softening in Rock
[A],Concreteand Similar Materials.Mech.in Engng.,ASCE-EMD.
[C],1976:335～355.


[36] 　Kyoya T.et al.A Damage Mechanics Analysis for Underground Excavation in Jointed Rock Mass
[A].Proc.Int.Symp.on Engng.inComplex Rock Formations.
[C],Beijing.1985:506～513.


[37] 　Kawamoto T.et al.Deformation and Fracturing of DiscontinuousRock Mass and Damage Mechanics Theory
[A].Int.J.Numer.Anal.Methods Geomech.
[C],1988,12:1～30.


[38] 　Zhang Wohua and Valliappan S.Analysis of Random AnisotropicDamage Mechanics Problems of Rock Mass,PartⅠ-ProbabilisticSimulation,PartⅡ-Statistical Estimation
[A].Rock Mech.RockEngng
[C],1990,23:241～259.


[39] 　杨延毅.节理裂隙岩体损伤-断裂力学模型及其在岩体工程中的应用(博士学位论文)
[D],北京:清华大学,1990.Yang Yanyi.The damagefracture model of jointed rock mass and itsapply in rock engineering.The Doctor’s Degree Dissertation of Tsinghua University,1990.


[40] 　吴刚等.复杂应力状态下完整岩体卸荷破坏的损伤力学分析
[J].河海大学学报,1997,25(3):44～49.Wu Gang,Sun Jun,Wu Zhongru.Damage Mechanical Analysis ofUnloading Failure of Intact Rock Mass under Complex Stress State.Journal of Hohai University,1997,25(3):44～49.


[41] 　吴刚.基于损伤面的岩体破坏准则
[J].南京大学学报(自然科学版),1997,33:289～291.Wu Gang.A Failure Criterion of Rock Mass Based on Damage Surface.Journal of Nanjing University(Nature Science),1997,33:289～291.


[42] 　Chiles J.P.Fractal and Geostatistical Methods for Modeling of AFracture Network
[J].Math.Geol.,1988,20(6):631～654.


[43] 　谢和平,陈至达.分形几何与岩石断裂
[J].力学学报,1988,20(3):264～271.Xie Heping,Chen Zhida.Fractal Geometry and Fracture of Rock.ACTA Mechanica Sinica,1988,20(3):264～271.


[44] 　牛志仁,施行觉.岩石分形断裂的统计理论
[J].地球物理学报,1992,35(5):594～603.Niu Zhiren,et al..Statistical Theory of Rock Fractal Fracture.ACTA Geophysica Sinica,1992,35(5):594～603.


[45] 　徐光黎.岩石结构面几何特征的分形与分维
[J].水文地质工程地质,1993,(2):20～22.Xu Guangli.Fractal and fractal dimension of rock mass discontinuityjoint.Hydrogeology and Engineering Geology,1993,(2):20～22.


[46] 　陈乃明.节理化岩体的计算机模拟试验及分形特性研究

[D].中南工业大学博士学位论文,1994.Chen Naiming.The computer simulation experiment and fractalcharacter investigation of jointed rock mass.The Doctor’s DegreeDissertation of Zhongnan Industry University,1994.


[47] 　凌复华.突变理论及其应用
[M].上海:上海交通大学出版社,1987.Ling Fuhua.Catastrophic theory and its application.Shanghai Jiao tong University Press,1987.


[48] 　唐春安,徐小荷.岩石破裂过程失稳的尖点灾变模型
[J].岩石力学与工程学报,1990,9(2):100～107.Tang Chunan,Xu Xiaohe.Cusp catastrophe model of unstability inrock rupture process.Chinese Journal of Rock Mechanics and RockEngineering,1990,9(2):100～107.


[49] 　潘岳.巷道“封闭式”冲击的尖点灾变模型
[J].岩土力学,1994,15(1):34～41.Pan Yue.Cusp catastrophe model for”close burst”of tunnel.Rockand Soil Mechanics,1994,15(1):34～41.


[50] 　陶振宇.试论岩石力学的最新发展
[J].力学进展,1992,22(2):161～172.Tao Zhengyu.Notes on recent development of rock mechanics.Advances in Mechanics,1992,22(2):161～172.


[51] 　李文秀.岩石力学研究的模糊数学理论
[J].力学进展,1991,21(3):342～349.Li Wenxiu.The fuzzy theory in rock mechanics.Advances in Mechanics,1991,21(3):342～349.


[52] 　李造鼎等.岩土动态开挖的灰色突变建模
[J].岩石力学与工程学报,1997,16(3):252～257.Li Zhaoding,et al..Grey catastrophe model in geotecnical excavation.Chinese Journal of Rock Mechanics and Rock Engineering,1997,16(3):252～257.