引文
[1]王兰生.意大利瓦依昂水库滑坡考察[J].中国地质灾害与防治学报,2007,18(3):145–148.(WANG Lansheng.Investigation to theItaly Vajont reservoir landslide[J].Chinese Journal of GeologicalHazard and Control,2007,18(3):145–148.(in Chinese))
[2]聂德新,任光明,陈海军,等.溃屈型滑坡滑面强度特征及在稳定性预测中的意义——李家峡水电站初期蓄水水库滑坡预测成功原因分析[J].地质灾害与环境保护,1997,8(3):2–6.(NIE Dexin,RENGuangming,CHEN Haijun,et al.The strength characteristics of slidesurface of bulking-landslide and its significance for stability forecasting—Asuccessful forecasting of reservoir landslide at Lijiaxia Hydropower Stationat the preliminary stage of storage[J].Chinese Journal of Geological Hazardsand Environment Preservation,1997,8(3):2–6.(in Chinese))
[3]WANG L,HWANG J H,LUO Z,et al.Probabilistic back analysis ofslope failure——a case study in Taiwan[J].Computers and Geotechnics,2013,51:12–23.
[4]黄润秋.中国西南岩石高边坡的主要特征及其演化[J].地球科学进展,2005,20(3):292–297.(HUANG Runqiu.Main characteristicsof high rock slopes in southwestern China and their dynamicevolutions[J].Chinese Journal of Advances in Earth Science,2005,20(3):292–297.(in Chinese))
[5]BACHMANN D,BOUISSOU S,CHEMENDA A.Analysis of massiffracturing during deep seated gravitational slope deformation byphysical and numerical modeling[J].Geomorphology,2009,103(1):130–135.
[6]READ R S.20 years of excavation response studies at AECL sunderground research laboratory[J].International Journal of RockMechanics and Mining Sciences,2004,41(8):1 251–1 275.
[7]李宁,张平,段庆伟,等.裂隙岩体的细观动力损伤模型[J].岩石力学与工程学报,2002,21(11):1579–1584.(LI Ning,ZHANGPing,DUAN Qingwei,et al.Dynamic meso-damage model of jointedrockmass[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(11):1 579–1 584.(in Chinese))
[8]伍法权,刘彤,汤献良,等.坝基岩体开挖卸荷与分带研究——以小湾水电站坝基岩体开挖为例[J].岩石力学与工程学报,2009,28(6):1 091–1 098.(WU Faquan,LIU Tong,TANG Xianliang,et al.Research on unloading and zonation of rock mass dam foundationexcavation—a case study of Xiaowan hydropower station[J].ChineseJournal of Rock Mechanics and Engineering,2009,28(6):1 091–1 098.(in Chinese))
[9]李术才.加锚断续节理岩体断裂损伤模型试验及理论研究[博士学位论文][D].武汉:中国科学院武汉岩土力学研究所,1996.(LIShucai.Experimental and theoretical investigation of fracture-damagemodel to anchorage of discontinuous jointed rock mass[Ph.D.Thesis][D].Wuhan:Institute of Rock and Soil Mechanics,ChineseAcademy of Sciences,1996.(in Chinese))
[10]李宁,韩烜,陈飞雄,等.预应力群锚加固机制数值试验研究[J].岩土工程学报,1997,19(5):60–66.(LI Ning,HAN Xuan,CHENFeixiong,et al.Numerical model test on strengthening mechanism ofprestressed bolts[J].Chinese Journal of Geotechnical Engineering,1997,19(5):60–66.(in Chinese))
[11]陈新,赵文谦.压力型和拉力型锚索锚固作用的原位试验研究[J].水力发电,2009,35(3):47–50.(CHEN Xin,ZHAO Wenqian.Fieldtests on the anchor effect of pressure and tensile anchor cable structures[J].Water Power,2009,35(3):47–50.(in Chinese))
[12]周德培,王建松.预应力锚索桩内力的一种计算方法[J].岩石力学与工程学报,2002,21(2):247–250.(ZHOU Depei,WANG Jiansong.Design method of retaining pile with prestressed cable[J].ChineseJournal of Rock Mechanics and Engineering,2002,21(2):247–250.(in Chinese))
[13]李德营,殷坤龙,陈丽霞,等.考虑滑坡岩土体弹性抗力预应力锚索抗滑桩设计方法[J].地质科技情报,2008,27(6):107–110.(LIDeying,YIN Kunlong,CHEN Lixia,et al.Design of prestressedanchor pile with consideration of the reaction force of the soil mass[J].Geological Science and Technology Information,2008,27(6):107–110.(in Chinese))
[14]程基伟,张琦.材料腐蚀预测数学模型的研究[J].航空学报,2000,21(2):183–186.(CHENG Jiwei,ZHANG Qi.Study of mathematicalmodels in material corrosion prediction[J].Acta Aeronautica et AstronauticaSinica,2000,21(2):183–186.(in Chinese))
[15]肖纪美.应力作用下的金属腐蚀:应力腐蚀、氢致开裂、腐蚀疲劳、摩耗腐蚀[M].北京:化学工业出版社,1990:1–472.(XIAO Jimei.Metallic corrosion with stress:stress corrosion,hydrogen crack,corrosion fatigue and consumption corrosion[M].Beijing:ChemicalIndustry Press,1990:1–472.(in Chinese))
[16]LOUIS C.A study of groundwater flow in jointed rock and itsinfluence on the stability of rock masses[R].London:Imperial Collegeof Science and Technology,1971.
[17]速宝玉,詹美礼,张祝添.充填裂隙渗流特性实验研究[J].岩土力学,1994,15(4):46–51.(SU Baoyu,ZHAN Meili,ZHANG Zhutian.Experimental research of seepage characteristic for filled fracture[J].Rock and Soil Mechanics,1994,15(4):46–51.(in Chinese))
[18]ESAKI T,DU S,MITANI Y,et al.Development of a shear-flow testapparatus and determination of coupled properties for a single rockjoint[J].International Journal of Rock Mechanics and Mining Sciences1999,36(5):641–650.
[19]REITSMA S,KUEPER B H.Laboratory measurement of capillarypressure-saturation relationships in a rock fracture[J].Water ResourcesResearch,1994,30(4):865–878.
[20]周创兵,叶自桐,韩冰.岩石节理非饱和渗透特性初步研究[J].岩土工程学报,1998,20(6):1–4.(ZHOU Chuangbing,YE Zitong,HAN Bing.A preliminary study on unsaturated permeability of rockjoints[J].Chinese Journal of Geotechnical Engineering,1998,20(6):1–4.(in Chinese))
[21]胡云进,钱锐,速宝玉.一种确定裂隙非饱和水力参数的数值模拟法[J].岩土工程学报,2001,23(3):284–287.(HU Yunjin,QIANRui,SU Baoyu.A numerical simulation method of deciding unsaturatedhydraulic parameter of creature[J].Chinese Journal of GeotechnicalEngineering,2001,23(3):284–287.(in Chinese))
[22]ODA M.Permeability tensor for discontinuous rock masses[J].Geotechnique,1985,35(4):483–95.
[23]陈益峰,卢礼顺,周创兵,等.Signorini型变分不等式方法在实际工程渗流问题中的应用[J].岩土力学,2007,28(增1):178–182.(CHEN Yifeng,LU Lishun,ZHOU Chuangbing,et al.Application tothe variational inequality approach of Signorini type to an engineeringseepage problem[J].Rock and Soil Mechanics,2007,28(Supp.1):178–182.(in Chinese))
[24]周创兵,陈益峰,姜清辉,等.论岩体多场广义耦合及其工程应用[J].岩石力学与工程学报,2008,27(7):1329–1340.(ZHOUChuangbing,CHEN Yifeng,JIANG Qinghui,et al.On generalized multi-fieldcoupling for fractured rock masses and its applications to rockengineering[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 329–1 340.(in Chinese))
[25]朱伯芳.渗流场中考虑排水孔作用的杂交元[J].水利学报,1982,2(9):32–41.(ZHU Bofang.Analysis of the effect of draining holes inthe seepage field by means of hybrid elements[J].Journal of HydraulicEngineering,1982,2(9):32–41.(in Chinese))
[26]王镭,刘中,张有天.有排水孔幕的渗流场分析[J].水利学报,1992,12(4):15–20.(WANG Lei,LIU Zhong,ZHANG Youtian.Analysis of seepage field near a drainage holes curtain[J].Journal ofHydraulic Engineering,1992,12(4):15–20.(in Chinese))
[27]朱岳明,张燎军.渗流场求解的改进排水子结构法[J].岩土工程学报,1997,19(2):69–76.(ZHU Yueming,ZHANG Liaojun.Solutionto seepage field problem with the technique of improved drainagesubstructure[J].Chinese Journal of Geotechnical Engineering,1997,19(2):69–76.(in Chinese))
[28]王恩志,王洪涛,邓旭东.“以管代孔”——排水孔模拟方法探讨[J].岩石力学与工程学报,2001,20(3):346–349.(WANG Enzhi,WANGHongtao,DENG Xudong.“Pipe to represent hole”—numerical methodfor simulating single drainage hole in rock masses[J].Chinese Journalof Rock Mechanics and Engineering,2001,20(3):346–349.(inChinese))
[29]CHEN S H,XU Q,HU J.Composite element method for seepageanalysis of geotechnical structures with drainage hole array[J].Journalof Hydrodynamics:Series B,2004,16(3):260–266.
[30]郑宏,刘德富,李焯芬,等.一个新的有自由面渗流问题的变分不等式[J].应用数学和力学,2005,26(3):363–374.(ZHENG Hong,LIU Defu,LEE C F,et al.New variational inequality formulation forseepage problems with free surfaces[J].Chinese Journal of AppliedMathematics and Mechanics,2005,26(3):363–374.(in Chinese))
[31]陈益峰,周创兵,胡冉,等.大型水电工程渗流分析的若干关键问题研究[J].岩土工程学报,2010,32(9):1448–1454.(CHENYifeng,ZHOU Chuangbing,HU Ran,et al.Key issues on seepageflow analysis in large scale hydropower projects[J].Chinese Journal ofGeotechnical Engineering,2010,32(9):1 448–1 454.(in Chinese))
[32]ABOU-CHAKRA G A,CORMERY F,SHAO J F,et al.A multiscalemodeling of damage and time-dependent behavior of cohesive rocks[J].International Journal for Numerical and Analytical Methods inGeomechanics,2009,33(5),567–589.
[33]彭从文,朱向荣,王金昌.基于渐近展开法的脆性岩石双尺度方法初步研究[J].岩土力学,2011,32(1):51–62.(PENG Congwen,ZHU Xiangrong,WANG Jinchang.Preliminary study of two-scalemodel for analyzing brittle rock based on asymptotic expansionmethod[J].Rock and Soil Mechanics,2011,32(1):51–62.(inChinese))
[34]JIANG M J,LEROUEIL S,KONRAD J M.Yielding of microstructuredgeomaterial by distinct element method analysis[J].Journal ofEngineering Mechanics,ASCE,2005,131(11):1 209–1 213.
[35]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):556–563.(ZHU Zhende,ZHANGAijun,XU Weiya.Experimental research on complete stress-strainprocess seepage characteristics of brittle rock[J].Rock and SoilMechanics,2002,23(5):556–563.(in Chinese))
[36]GHABEZLOO S,SULEM J,SAINT-MARC J.Evaluation of apermeability-porosity relationship in a low-permeability creepingmaterial using a single transient test[J].International Journal of RockMechanics and Mining Sciences,2009,46(4):761–768.
[37]汤连生,张鹏程,王思敬.水–岩化学作用的岩石宏观力学效应的试验研究[J].岩石力学与工程学报,2002,21(4):526–531.(TANGLiansheng,ZHANG Pengcheng,WANG Sijing.Testing study onmacroscopic mechanics effect of chemical action of water on rocks[J].Chinese Journal of Rock Mechanics and Engineering,2002,21(4):526–531.(in Chinese))
[38]丁秀丽,徐平,夏熙伦.三峡船闸高边坡岩体开挖卸荷变形及流变分析[J].长江科学院院报,1995,12(4):37–63.(DING Xiuli,XU Ping,XIA Xilun.Rheologic deformation and stability analysis ofrock mass during unloading excavation process for high slope in lockarea of Three Gorges Project[J].Chinese Journal of Yangtze RiverScientific Research Institute,1995,12(4):37–63.(in Chinese))
[39]朱继良,黄润秋,张诗媛,等.某水电站进水口高边坡开挖的变形响应研究[J].岩土力学,2010,31(2):593–598.(ZHU Jiliang,HUANG Runqiu,ZHANG Shiyuan,et al.Study of deformationresponse of a high rock slope excavation at an intake for a largehydropower station[J].Rock and Soil Mechanics,2010,31(2):593–598.(in Chinese))
[40]李宁,张鹏,于冲,等.锦屏左岸拱肩槽边坡稳定性及预应力锚索加固措施研究[J].岩石力学与工程学报,2007,26(1):36–43.(LI Ning,ZHANG Peng,YU Chong,el at.Research on stability of leftabutment slope of Jinping hydropower station and reinforcementmeasurements of prestressed anchorage cable[J].Chinese Journal ofRock Mechanics and Engineering,2007,26(1):36–43.(in Chinese))
[41]杨强,冷旷代,刘耀儒.变形加固理论的力学基础与工程意义[J].岩土力学,2011,32(1):1–8.(YANG Qiang,LENG Kuangdai,LIUYaoru.Mechanical basis and engineering significance of deformationreinforcement theory[J].Rock and Soil Mechanics,2011,32(1):1–8.(inChinese))
[42]朱济祥,薛乾印,薛玺成.龙羊峡水电站泄流雾化雨导致岩质边坡的蠕变变位分析[J].水力发电学报,1997,(3):31–41.(ZHUJixiang,XUE Qianyin,XUE Xicheng.Analysis of creep displacements of therock slope induced by atomization rain from flow discharge atLongyangxia hydropower station[J].Journal of Hydroelectric Engineering,1997,(3):31–41.(in Chinese))
[43]张卓,练继建,杨晓慧.雾化雨作用下的裂隙岩体边坡渗流分析[J].四川大学学报:工程科学版,2006,38(2):15–18.(ZHANG Zhuo,LIAN Jijian,YANG Xiaohui.Analysis of seepage flow in fracturedrock slope under atomized rain[J].Journal of Sichuan University:Engineering Science,2006,38(2):15–18.(in Chinese))
[44]李邵军,KNAPPETT J A,冯夏庭.库水位升降条件下边坡失稳离心模型试验研究[J].岩石力学与工程学报,2008,27(8):1586–1593.(LI Shaojun,KNAPPETT J A,FENG Xiating.Centrifugal test onslope instability influenced by rise and fall of reservoir water level[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(8):1 586–1 593.(in Chinese))
[45]廖红建,李涛,马宗源,等.黄土骨干曲线模型比较分析[J].岩土力学,2009,30(2):17–22.(LIAO Hongjian,LI Tao,MAZongyuan,et al.Comparative analysis of backbone curve models for loess soils[J].Rock and Soil Mechanics,2009,30(2):17–22.(in Chinese)
[46]朱大勇,丁秀丽,邓建辉.基于力平衡的三维边坡安全系数显式解及工程应用[J].岩土力学,2008,29(8):2011–2015.(ZHUDayong,DING Xiuli,DENG Jianhui.Explicit solution to 3D safety factor ofslope based on force equilibrium and its application to engineering[J].Rock and Soil Mechanics,2008,29(8):2 011–2 015.(in Chinese))
[47]郑宏,周创兵.三维边坡稳定性的整体分析法及其工程应用[J].中国科学E辑:技术科学,2009,39(1):23–28.(ZHENG Hong,ZHOU Chuangbing.Global analysis of slope stability and its engineeringapplication[J].Science in China Series E:Technological Sciences,2009,39(1):23–28.
[48]郑颖人,赵尚毅,邓卫东.岩质边坡破坏机制有限元数值模拟分析[J].岩石力学与工程学报,2003,22(12):1943–1952.(ZHENGYingren,ZHAO Shangyi,DENG Weidong.Numerical simulation on failuremechanism of rock slope by strength reduction fem[J].Chinese Journal ofRock Mechanics and Engineering,2003,22(12):1 943–1 952.(inChinese))
[49]葛修润.岩石疲劳破坏的变形控制律、岩土力学试验的实时X射线CT扫描和边坡坝基抗滑稳定分析的新方法[J].岩土工程学报,2008,30(1):1–20.(GE Xiurun.Deformation control law of rockfatigue failure,real-time X-ray CT scan of geotechnical testing,andnew method of stability analysis of slopes and dam foundations[J].Chinese Journal of Geotechnical Engineering,2008,30(1):1–20.(inChinese))
[50]SHI G H.Numerical manifold method[C]//Proceedings of ICADD–2,The Second International Conference on Analysis of DiscontinuousDeformation.Kyoto,Japan:[s.n.],1997:1–35.
[51]陈祖煜.土质边坡稳定性分析——原理.方法.程序[M].北京:中国水利水电出版社,2003:273–333.(CHEN Zuyu.Stabilityanalysis of soil slope—theory,method and program[M].Beijing:China Water Power Press,2003:273–333.(in Chinese))
[52]DUNCAN J M.Factor of safety and reliability in geotechnicalengineering[J].Journal of Geotechnical and Geoenvironmental EngineeringASCE,2000,126(4):307–316.
[53]ABD-ALGHAFFAR M A,DYMIOTIS-WELLINGTON C.Time-variantreliability of retaining walls and calibration of partial factors[J].Structure Infrastructure Engineering,2007,3(3):187–198.
[54]CHEUNG R W M,TANG W H.Reliability of deteriorating slopes[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2005,131(5):589–597.
[55]唐春安,傅宇方,赵文.震源孕育模式的数值模拟研究[J].地震学报,1997,19(4):337–346.(TANG Chun′an,FU Yufang,ZHAOWen.Study of numerical simulation on incubation pattern of an earthquakesource[J].Acta Seismology Sinica,1997,19(4):337–346.(in Chinese))
[56]周创兵,陈益峰.基于相空间重构的边坡位移预测[J].岩土力学,2000,21(3):205–208.(ZHOU Chuangbing,CHEN Yifeng.Applicationof phase space reconstruction in slope displacement forecasting[J].Rock and Soil Mechanics,2000,21(3):205–208.(in Chinese))
[57]陈益峰,吕金虎,周创兵.基于Lyapunov指数改进算法的边坡位移预测[J].岩石力学与工程学报,2001,20(5):671–675.(CHENYifeng,LU Jinhu,ZHOU Chuangbing.Prediction of slope displacementby using Lyapunov exponent improved technique[J].Chinese Journalof Rock Mechanics and Engineering,2001,20(5):671–675.(inChinese))
[58]郑东健,顾冲时,吴中如.边坡变形的多因素时变预测模型[J].岩石力学与工程学报,2005,24(17):3180–3184.(ZHENG Dongjian,GU Chongshi,WU Zhongru.Time series evolution forecasting modelof slope deformation based on multiple factors[J].Chinese Journal ofRock Mechanics and Engineering,2005,24(17):3 180–3 184.(inChinese))
[59]刘造保,徐卫亚,金海元,等.锦屏一级水电站左岸岩质边坡预警判据初探[J].水利学报,2010,41(1):101–107.(LIU Zaobao,XUWeiya,JIN Haiyuan,et al.Study on warning criterion for rock slopeon left bank of Jinping I Hydropower Station[J].Journal of HydraulicEngineering,2010,41(1):101–107.(in Chinese))
[60]胡英国,卢文波,金旭浩,等.岩石高边坡开挖爆破动力损伤的数值仿真[J].岩石力学与工程学报,2012,31(11):2204–2213.(HUYingguo,LU Wenbo,JIN Xuhao,et al.Numerical simulation forexcavation blasting dynamic damage of rock high slope[J].ChineseJournal of Rock Mechanics and Engineering,2012,31(11):2 204–2 213.(in Chinese))
[61]马克,唐春安,李连崇,等.基于微震监测与数值模拟的大岗山右岸边坡抗剪洞加固效果分析[J].岩石力学与工程学报,2013,32(6):1 239–1 247.(MA Ke,TANG Chun an,LI Lianchong,et al.Reinforcement effect analysis of Dagangshan right bank slope anti-sheartunnel based on microseismicity monitoring and numerical analysis[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(6):1 239–1 247.(in Chinese))
[62]TANG X S,LI D Q,RONG G,et al.Impact of copula selection ongeotechnical reliability under incomplete probability information[J].Computers and Geotechnics,2013,49:264–278.
[63]李聪,姜清辉,周创兵,等.基于实例推理系统的滑坡预警判据研究[J].岩土力学,2011,32(4):1069–1076.(LI Cong,JIANGQinghui,ZHOU Choubing,et al.Research on early warning criterionof landslides using case-based reasoning[J].Rock and SoilMechanics,2011,32(4):1 069–1 076.(in Chinese))