引文
[1]Liang Qingguo,Han Wenfeng.Characteristics of rock mass failureunder seismic loads at strong earthquake areas[J].NorthwesternSeismological Journal,2009,31(1):15-20.[梁庆国,韩文峰.强震区岩体地震动力破坏特征[J].西北地震学报,2009,31(1):15-20.]
[2]Wang Sijing.Geological nature of rock and its deduction for rockmechanics[J].Chinese Journal ofRock Mechanics and Engineer-ing,2009,28(3):433-450.[王思敬.论岩石的地质本质性及其岩石力学演绎[J].岩石力学与工程学报,2009,28(3):433-450.]
[3]Zhang Zhuoyuan,Wang Shitian,Wang Lansheng.Theory of Engi-neering Geological Analysis[M].Beijing:Geological PublishingHouse,1993.[张倬元,王士天.王兰生.工程地质分析原理[M].北京:地质出版社,1993.]
[4]Zhu Sizhe,Liu Qian,Bao Chenggang,et al.Principle and Applica-tion Techniques of Triaxial Test[M].Beijing:China Electric Pow-er Press,2003.[朱思哲,刘虔,包承纲,等.三轴试验原理与应用技术[M].北京:中国电力出版社,2003.]
[5]Sun Guangzhong.Engineering Geology and Geological Engineering[M].Beijing:Seismological Press,1993.[孙广忠.工程地质与地质工程[M].北京:地震出版社,1993.]
[6]Liang Qingguo,Han Wenfeng,Li Xuefeng.Discussions on rockmass seismic failure at meizoseismal area[J].Rock and Soil Me-chanics,2009,30(suppl.1):37-40.[梁庆国,韩文峰,李雪峰.极震区岩体地震动力破坏若干问题探讨[J].岩土力学,2009,30(增刊:1):37-40.]
[7]Cheng Hongxin,Lu Haiping,Guo Zhi.Study on strength propertiesof marble under low frequency cyclic loading[C]∥Geology Insti-tute of Chinese Academy of Sciences.Problems of Engineering Ge-omechanics for Rock Mass(7).Beijing:Science Press,1991:72-79.[程鸿鑫,陆海平,郭志.低频循环荷载作用下大理岩的强度特性研究(七)[C]∥中国科学院地质研究所.岩体工程地质力学问题.北京:科学出版社,1991:72-79.]
[8]Cheng Hongxin,Lu Haiping,Guo Zhi.Study on deformation prop-erties of marble under low frequency cyclic loading[C]∥GeologyInstitute of Chinese Academy of Sciences.Problems of EngineeringGeomechanics for Rock Mass(7).Beijing:Science Press,1991:80-87.[程鸿鑫,陆海平,郭志.低频循环荷载作用下大理岩的强度特性研究[C]∥中国科学院地质研究所.岩体工程地质力学问题(七).北京:科学出版社,1991:80-87.]
[9]Li Haibo,Zhao Jian,Li Junru,et al.Experimental and theoreticalstudy on dynamic compressive mechanical properties of a granite[J].Journal ofLiaoning Technical University(Nature Science),2001,20(4):474-477.[李海波,赵坚,李俊如,等.花岗岩动态压缩力学特性的实验以及理论研究[J].辽宁工程技术大学学报:自然科学版,2001,20(4):474-477.]
[10]Xi Daoying,Liu Yunping,Liu Xiaoyan,et al.Influence of fatigueloading on physical mechanical characteristics of rock[J].Chi-nese Journal ofGeotechnical Engineering,2001,23(3):292-295.[席道瑛,刘云平,刘小燕,等.疲劳荷载对岩石物理力学性质的影响[J].岩土工程学报,2001,23(3):292-295.]
[11]Ge Xiurun,Jiang Yu,Lu Yunde,et al.Testing study on failuredeformation law of rock mass under cyclic loading[J].ChineseJournal of Rock Mechanics and Engineering,2003,22(10):1 581-1 585.[葛修润,蒋宇,卢允德,等.周期荷载作用下岩石疲劳变形特性试验研究[J].岩石力学与工程学报,2003,22(10):1 581-1 585.]
[12]Liu Jianfeng,Xie Heping,Xu Jin,et al.Experimental study ondamping characteristics of rock mass under cyclic loading[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(4):687-695.[刘建锋,谢和平,徐进,等.循环荷载作用下岩石阻尼特性的试验研究[J].岩石力学与工程学报,2008,27(4):687-695.]
[13]Dong Zhaoxing,Shan Renliang.Research on the failure patternand strength properties of rock under dynamic loading[J].Explo-sive Materials,2000,29(1):1-5.[东兆星,单仁亮.岩石在动载作用下破坏模式与强度特性研究[J].爆破器材,2000,29(1):1-5.]
[14]Li Haibo,Zhao Jian,Li Tingjie,et al.Experimental studies of me-chanical properties of rock material under dynamic compression[C]∥Wang Sijing,Fu Bingjun,Li Zhongkui,eds.Frontiers ofRock Mechanics and Sustainable Development in the 21st Centu-ry.Proceedings of2001 ISRMinternational symposium—2ndAsi-an Rock Mechanics Symposium.Beijing:A.A.Balkema Publish-ers,2001:93-96.
[15]Zhang Haibo,Wang Yuan,Wang Luming,et al.Experimentalresearch on dynamic characteristics of fractured rock mass[J].Chinese Journal of Rock Mechanics and Engineering,2007,35(3):309-311.[张海波,王媛,王鲁明,等.裂隙岩体动力特性的试验模拟研究[J].岩石力学与工程学报,2007,35(3):309-311.]
[16]Li Ning,Chen Wenling,Zhang Ping,et al.Strength properties offractured media containing intermittent fractures under cyclicloading[J].Progress in Natural Science,2000,10(11):1 029-1 034.[李宁,陈文玲,张平,等.动荷作用下非贯通裂隙介质的强度性质[J].自然科学进展,2000,10(11):1 029-1 034.]
[17]Li Ning,Chen Wenling,Zhang Ping,et al.Deformation propertiesof jointed rock mass under cyclic loading[J].Chinese Journal ofRock Mechanics and Engineering,2001,20(1):74-78.[李宁,陈文玲,张平,等.动荷作用下裂隙岩体介质的变形性质[J].岩石力学与工程学报,2001,20(1):74-78.]
[18]Jafari M K,Pellet F,Boulon M,et al.Experimental study ofmechanical behavior of rock joints under cyclic loading[J].RockMechanics and Rock Engineering,2004,37(1):3-23.
[19]Li Haibo,Feng Haipeng,Liu Bo.Study on strength behaviors ofjoints under different shearing deformation velocities[J].ChineseJournal ofRock Mechanics and Engineering,2006,5(12):2 435-2 440.[李海波,冯海鹏,刘博.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,2006,5(12):2 435-2 440.]
[20]Zheng Liming.Specific vibration property and mechanism ofrockmass in railway slopes[J].Chinese Journal ofRock Mechanicsand Engineering,1994,13(1):69-78.[郑黎明.铁路边坡岩体的振动特性和机理[J].岩石力学与工程学报,1994,13(1):69-78.]
[21]Wang Guanglun,Zhang Chuhan,Peng Gang,et al.Dynamic teston rigid blocks and parameter study in dynamic analysis of dis-tinct elements[J].Chinese Journal ofRock Mechanics and Engi-neering,1994,13(2):124-133.[王光纶,张楚汉,彭冈,等.刚块动力试验与离散元法动力分析参数选择的研究[J].岩石力学与工程学报,1994,13(2):124-133.]
[22]Ma Liangyun,Tian Chuanrang,Jiang Quan.Static and dynamicalfriction coefficient between rock block and cement mortar underharmonic vibrations[J].Chinese Journal ofGeotechnical Engi-neering,1994,16(2):88-91.[马良筠,田传让,江泉.简谐振动条件下岩块水泥砂浆块的静动摩擦系数[J].岩土工程学报,1994,16(2):88-91.]
[23]Zhang Juming,Wang Sijing.3D dynamic analysis of rock slidingon the layered rock slope[J].Journal ofEngineering Geology,1994,2(3):1-12.[张菊明,王思敬.层状边坡岩体滑动稳定的三维动力学分析[J].工程地质学报,1994,2(3):1-12.]
[24]Zhang Ping.Wu Delun.A shaking-table test research on rockslope[J].Journal of Chongqing Jianzhu University,1997,19(2):80-86.[张平,吴德伦.动荷载下边坡滑动的试验研究[J].重庆建筑大学学报,1997,19(2):80-86.]
[25]Wartman J.Physical Model of Seismically Induced Deformationsin Slopes[D].USA:University of California,1999.
[26]Kumsar H,Aydan O E,Ulusay R.Dynamic and static stabilityassessment of rock slopes against wedge failures[J].Rock Me-chanics and Rock Engineering,2000,33(1):31-51.
[27]Stark T D,Contreras I A.Fourth avenue landslide during 1964alaskan earthquake[J].Journal ofGeotechnical and Geoenviron-mantal Engineering,1998,124(2):99-109.
[28]Sassa K,Fukuoka H,Wang F,et al.Dynamic properties ofearthquake-induced large-scale rapid landslides within past land-slide masses[J].Landslides,2005,2:125-134.
[29]Wang Sijing,Xue Shouyi.Preliminary study of block sliding dis-placements in rockmass slope[J].Journal ofNorth China InstituteofWater Conservancy and Hydroelectric Power,1989,4:38-44.[王思敬,薛守义.岩体边坡块体滑动位移的初步研究[J].华北水利水电学院学报,1989,4:38-44.]
[30]Sun Jun,Hou Xueyuan.Underground Structures[M].Beijing:Science Press,1991.[孙均,侯学渊.地下结构[M].北京:科学出版社,1991.]
[31]Zhou Weiyuan.Advanced Rock Mechanic[M].Beijing:WaterConservancy and Hydroelectric Power Press,1990.[周维垣.高等岩石力学[M].北京:水利电力出版社,1990.]
[32]Geng Naiguang,Hao Jinsheng,Li Jihan,et al.Comparative teststudy on dynamical elastic modulus of rock[C]∥Proceedings of2nd National Conference on Rock Mass Dynamics.Wuhan:Wu-han Technological University of Survey and Mapping Press,1990.[耿乃光,郝晋升,李纪汉,等.岩石动态杨氏模量的对比测量研究[C]∥第二届岩石动力学学术会议文集.武汉:武汉测绘科技大学出版社,1990.]
[33]Shen Mingrong,Chen Jianfeng.Rock Mass Mechanics[M].Shanghai:Tongji University Press,2006.[沈明荣,陈建峰.岩体力学[M].上海:同济大学出版社,2006.]
[34]Wang Sijing,Wu Zhiyong,Dong Wanli,et al.Elastic wave test onrock mass of hydroelectricity engineering[C]∥Geology Instituteof Chinese Academy of Sciences.Problems of Engineering Geo-mechanics for Rock Mass(3).Beijing:Science Press,1980:229-253.[王思敬,吴志勇,董万里,等.水电工程岩体的弹性波测试[C]∥中国科学院地质研究所著.岩体工程地质力学问题(三).北京:科学出版社,1980:229-253.]
[35]Dai Jun.Dynamic Behavior and Blasting Theory of Rock[M].Beijing:China Metallurgical Industry Press,2002.[戴俊.岩石动力学特性与爆破理论[M].北京:冶金工业出版社,2002.]
[36]Li Xibing,Gu Desheng.Energy dissipation of rock under impul-sive loading with different waveforms[J].Explosion and ShockWaves,1994,14(2):129-139.[李夕兵,古德生.岩石在不同加载波条件下能量耗散的理论探讨[J].爆炸与冲击,1994,14(2):129-139.]
[37]Wang Sijing,Xue Shouyi.Dynamic analysis of wedge sliding onrock slopes[J].Chinese Journal ofGeology,1992,(2):177-182.[王思敬,薛守义.岩体边坡楔形体动力学分析[J].地质科学,1992,2:177-182.]
[38]Qi Shengwen.Study on Dynamic Responses of Slopes and Its Ap-plication[D].Beijing:Institute of Geology and Geophysics,Chi-nese Academy of Sciences,2002.[祁生文.边坡动力响应分析及其应用[D].北京:中国科学院地质与地球物理研究所,2002.]
[39]Qiu Rendong,Shi Yucheng,Fu Changhua.General laws of dy-namic responses of the high slopes under horizontal dynamic in-put[J].World Earthquake Engineering,2007,23(2):131-138.[秋仁东,石玉成,付长华.高边坡在水平动荷载作用下的动力响应规律研究[J].世界地震工程,2007,23(2):131-138.]
[40]Xu Guangxing,Yao Lingkan,Gao Zhaoning,et al.Large-scaleshaking table model test study on dynamic characteristics and dy-namic response of slope[J].Chinese Journal ofRock Mechanicsand Engineering,2008,27(3):624-632.[徐光兴,姚令侃,高召宁,等.边坡动力特性与动力响应的大型振动台模型试验研究[J].岩石力学与工程学报,2008,27(3):624-632.]
[41]Lin Jeen-Shang,Whitman R V.Earthquake induced displace-ment of sliding blocks[J].Journal ofGeotechnical Engineering,1986,112(1):44-59.
[42]Xue Shouyi,Wang Sijing,Liu Jianzhong.Analysis of sliding dis-placements of rock mass on slopes earthquake[J].Journal ofEn-gineering Geology,1997,5(2):131-136.[薛守义,王思敬,刘建中.块状岩体边坡地震滑动位移分析[J].工程地质学报,1997,5(2):131-136.]
[43]Tao Lianjin,Su Shengrui,Zhang Zhuoyuan.Dynamic stability a-nalysis of jointed rock slope[J].Journal ofEngineering Geology,2001,9(1):32-38.[陶连金,苏生瑞,张倬元.节理岩体边坡的动力稳定性分析[J].工程地质学报,2001,9(1):32-38.]
[44]Ashford S A,Nicholas S.Simplified method for evaluating seismicstability[J].Journal ofGeotechnical and Geoenvironmental Engi-neering,2002,128(2):119-128.
[45]Chen Lingling,Chen Minzhong,Qian Shengguo.Stability analysisof high-steep rocky slope under earthquake loads[J].Journal ofYangtze River Scientific Research Institute,2004,21(1):33-35.[陈玲玲,陈敏中,钱胜国.岩质陡高边坡地震动力稳定分析[J].长江科学院院报,2004,21(1):33-35.]
[46]Liu Chunling,Qi Shengwen,Tong Liqiang,et al.Stability analysisof slope under earthquake with FLAC3D[J].Chinese Journal ofRock Mechanics and Engineering,2004,23(16):2 730-2 733.[刘春玲,祁生文,童立强,等.利用FLAC3D分析某边坡地震稳定性[J].岩石力学与工程学报,2004,23(16):2 730-2 733.]
[47]Wartman J,Seed R B,Bray J D.Shaking table modeling of seis-mically induced deformations in slopes[J].Journal ofGeotechni-cal and Geoenvironmental Engineering,2005,131(5):610-622.
[48]Liu Hongshuai.Study on Analysis Method of Rock Slope SeismicStability[D].Harbin:Institute of Engineering Mechanics,ChinaEarthquake Administration,2006.[刘红帅.岩质边坡地震稳定性分析方法研究[D].哈尔滨:中国地震局工程力学研究所,2006.]
[49]Xiao Keqiang.Study on Deformation Characteristics and Stabilityof Bedding Slope Under Earthquake[D].Wuhan:Institute ofRock and Soil mechanics,Chinese Academy of Sciences,2006.[肖克强.地震荷载作用下顺层岩体边坡变形特征及稳定性研究[D].武汉:中国科学院武汉岩土力学研究所,2006.]
[50]Gokhan S,Rathje E M,Asce M.Empirical predictive models forearthquake-Induced sliding displacements of slopes[J].JournalofGeotechnical and Geoenvironmental Engineering,2008,134(6):790-803.
[51]Wang Cunyu,Wang Sijing.Experimental vibrating study of rockslope model[C]∥Geology Institute of China Academy.Problemsof Engineering Geomechanics for Rock Mass(7).Beijing:Sci-ence Press,1987:65-74.[王存玉,王思敬.边坡模型振动实验研究[C]∥中国科学院地质研究所编.岩体工程地质力学问题(七).北京:科学出版社,1987:65-74.]
[52]Dowding C H,Christian G.Dynamic stability of rock slopes andhigh frequency traveling waves[J].Journal ofGeotechnical Engi-neering,1988,114(10):1 069-1 088.
[53]Huang Jianliang,Wang Weizhong,Xue Hongjiao.Dynamic analy-sis of slope rock mass under earthquake[J].Earthquake Engi-neering and Engineering Vibration,1997,17(4):113-122.[黄建梁,王威中,薛宏交.坡体地震稳定性的动态分析[J].地震工程与工程震动,1997,17(4):113-122.]
[54]Kokusho T,Ishizawa T.Energy approach to earthquake-inducedslope failures and its implications[J].Journal ofGeotechnical andGeoenvironmental Engineering,2007,133(7):828-840.
[55]Al-Homoud Aams,Tahtamoni W W.Seismic reliability analysisof earth slopes under short term stability conditions[J].Geotech-nical and Geological Engineering,2002,20:201-233.
[56]Rajinder B,Kaynia A M.Static and dynamic simulation of a700-mhigh rock slope in western Norway[J].EngineeringGeolo-gy,2004,71:213-226.
[57]Tobita T,Sawada S.Rotation response of a rigid body under seis-mic excitation[J].Journal ofEngineering Mechanics,2006,132(4):375-384.
[58]Yang Qinghua,Yao Lingkan,Ren Ziming,et al.Centrifugal mod-el test on dynamical characteristics of landslides of loose slope un-der seismic loading[J].Chinese Journal ofRock Mechanics andEngineering,2008,27(2):368-374.[杨庆华,姚令侃,任自铭,等.地震作用下松散体斜坡崩塌动力学特性离心模型试验研究[J].岩石力学与工程学报,2008,27(2):368-374.]
[59]Liu Liping,Lei Zunyu,Zhou Fuchun.The evaluation of seismicslope stability analysis methods[J].Journal ofChongqing Jiao-tong University,2001,20(3):83-88.[刘立平,雷尊宇,周富春.地震边坡稳定分析方法综述[J].重庆交通学院学报,2001,20(3):83-88.]
[60]Liu Hongshuai,Bo Jingshan,Liu Dedong,et al.Review on studyof seismic stability analysis of rock-soil slopes[J].EarthquakeEngineering and Engineering Vibration,2005,25(1):164-171.[刘红帅,薄景山,刘德东.岩土边坡地震稳定性分析研究评述[J].地震工程与工程振动,2005,25(1):164-171.]
[61]Chen Changkai,Ruan Yongfen,Xiong Enlai.Dynamic analysismethod of slope stability in earthquake function[J].ChineseJournal ofUnderground Space and Engineering,2005,1(7):1 054-1 057.[陈昌凯,阮永芬,熊恩来.地震作用下边坡稳定的动力分析方法[J].地下空间与工程学报,2005,1(7):1 054-1 057.]
[62]Hong Haichun,Xu Weiya.Review of the stability of rock slopesunder seismic loading[J].Chinese Journal ofRock Mechanics andEngineering,2005,24(suppl.1):4 827-4 836.[洪海春,徐卫亚.地震作用下岩质边坡稳定性分析综述[J].岩石力学与工程学报,2005,24(增刊:1):4 827-4 836.]
[63]Liu Hanlong,Fei Kang,Gao Yufeng.Time history analysis meth-od of slope seismic stability[J].Rock and Soil Mechanics,2003,24(4):553-556,560.[刘汉龙,费康,高玉峰.边坡地震稳定性时程分析方法[J].岩土力学,2003,24(4):553-556,560.]
[64]Wu Zhaoying,Bo Jingshan,Liu Hongshuai,et al.Amethod for e-valuating dynamic safety factor rock slope seismic stability analy-sis[J].Journal ofDisaster Prevention and Mitigation Engineer-ing,2004,24(3):237-241.[吴兆营,薄景山,刘红帅,等.岩体边坡地震稳定性动安全系数分析方法[J].防灾减灾工程学报,2004,24(3):237-241.]
[65]Earthquake-resistan and Damage Prevention Department of theBureau National Seismology Bureau.Estimating Method of Seis-mic Damage and Seismic Loss in the Future Earthquakes[M].Beijing:Seismology Press,1991.[国家地震局震害防御司编译.未来地震的损失估计方法[M].北京:地震出版社,1991.]
[66]Havenith HB,Jongmans D,Abdrakhmatov K,et al.Geophysi-cal investigations of seismically induced surface effects:Casestudy of a landslide in the Suusamyr Valley,Kyrgyzstan[J].Sur-veys in Geophysics,2000,21:349-369.
[67]AL-Homoug A S,Tahtamoni W W.A reliability based expertsystem for assessment and mitigation of landslides hazard underseismic loading[J].Natural Hazards,2001,24:13-51.
[68]Keefer D K.Investigating landslides caused by earthquakes—Ahistorical review[J].Surveys in Geophysics,2002,23:473-510.
[69]Capolongo D,Refice A,MankelowJ.Evaluating earthquake-trig-gered landslide hazard at the basin scale through GIS in the upperSele River Valley[J].Surveys in Geophysics,2002,23:595-625.
[70]Havenith HB,Strom A,Jongmans D,et al.Seismic triggering oflandslides,Part A:Field evidence from the Northern Tien Shan[J].Natural Hazards and Earth System Sciences,2003,3:135-149.
[71]Miles S B,Keefer D K.Toward a comprehensive areal model ofearthquake-induced landslides[J].Natural Hazards Review,2009,10(1):19-28.
[72]Zhu Haizhi,Wang Kelu,Zhao Qiqiang.Characteristics of groundfailure at mountain areas from the perspective of Zhaotong earth-quake damage[J].Geology Science,1975,8(3):230-241.[朱海之,王克鲁,赵其强.从昭通地震破坏看山区地面破坏特点[J].地质科学,1975,8(3):230-241.]
[73]Wang Kelu,Gao Zhenhuan,Xu Jiamo,et al.Earthquake fla-king—A typical earthquake hazard in granite areas[J].GeologyScience,1977,10(4):394-398.[王克鲁,高振寰,徐嘉谟,等.地震剥落——花岗岩地区的一种典型震害[J].地质科学,1977,10(4):394-398.]
[74]Li Tianchi.Discussions on relationships between earthquakes&landslides and prediction of earthquake-induced landslides[C]∥Proceedings of Landslides(No 2).Beijing:People′s RailwayPress,1979,2:127-132.[李天池.地震与滑坡的关系及地震滑坡预测的探讨(节录)[C]∥滑坡文集(第二集).北京:人民铁道出版社,1979,2:127-132.]
[75]Qiao Jianping.Pu Xiaohong.Apreliminary study on the distribu-tive regulation of seismic landslide in Sichucn and Yuunan[J].Journal ofSeismelogical Research,1992,15(4):411-417.[乔建平,蒲晓红.川滇地震滑坡分布规律探讨[J].地震研究,1992,15(4):411-417.]
[76]Sun Chongshao.The characteristics of violent earthquake disas-ters[J].Northwestern Seismological Journal,1993,15(2):64-70.[孙崇绍.特大地震的震害特征[J].西北地震学报,1993,15(2):64-70.]
[77]Zhou Ben′gang,Zhang Yuming.Some characteristics of earth-quake-induced landslide in southwestern China[J].NorthwesternSeismological Journal,1994,16(1):95-103.[周本刚,张裕明.中国西南地区地震滑坡的基本特征[J].西北地震学报,1994,16(1):95-103.]
[78]Sun Chongshao,Cai Hongwei.Developing and distributing char-acteristics of collapses and landslides during strong historic earth-quake in China[J].Journal ofNatural Disasters,1997,6(1):25-30.[孙崇绍,蔡红卫.我国历史地震时滑坡崩塌的发育及分布特征[J].自然灾害学报,1997,6(1):25-30.]
[79]Tang Chuan,Huang Chuxing,Wan Ye.Lijiang earthquake andthe induced rockfalls and slumps in Yunan[J].Journal ofNatu-ral Disasters,1997,6(3):76-84.[唐川,黄楚兴,万晔.云南省丽江大地震及其诱发的崩塌滑坡灾害特征[J].自然灾害学报,1997,6(3):76-84.]
[80]Xin Hongbo,Wang Yuqing.Earthquake-induced landslide andavalanche[J].Chinese Journal of Geotechnical Engineering,1999,21(5):591-594.[辛鸿博,王余庆.岩土边坡地震崩滑及其初判准则[J].岩土工程学报,1999,21(5):591-594.]
[81]Wang Lansheng,Yang Lizheng,Li Tianbin,et al.Evolutionmechanism of Jiaochang earthquake landslide on Ming river andits controlling[J].Journal ofHazards and Environment Preserva-tion,2000,11(3):195-199.[王兰生,杨立铮,李天斌,等.四川岷江叠溪较场地震滑坡及环境保护[J].地质灾害与环境保护,2000,11(3):195-199.]
[82]Yang Tao,Deng Ronggui,Liu Xiaoli.The distributing and subar-ea character of the seismic landslides in Sichuan[J].Journal ofMountain Science,2002,20(4):456-460.[杨涛,邓荣贵,刘小丽.四川地区地震崩塌滑坡的基本特征及危险性分区[J].山地学报,2002,20(4):456-460.]
[83]Li Zhongsheng.Study on Stability of Loess Landslide at Earth-quake-risk Regions[M].Beijing:Science Press,2004.[李忠生.地震危险区黄土滑坡稳定性研究[M].北京:科学出版社,2004.]
[84]Vidrih R,Ribi i M,Suhadolc P.Seismogeological effects onrocks during the 12 April 1998 upper So a Territory earthquake(NW Slovenia)[J].Tectonophysics,2001,330:153-175.
[85]Stark T D,Contreras I A.Fourth avenue landslide during 1964Alaskan Earthquake[J].Journal ofGeotechnical and Geoenviron-mantal Engineering,1998,124(2):99-109.
[86]Bruckl E P.Cause-effect models of large landslides[J].NaturalHazards,2001,23:291-314.
[87]Havenith HB,Vanini M,Jongmans D,et al.Initiation of earth-quake-induced slope failure:Influence of topographical and othersite specific amplification effects[J].Journal of Seismology,2003,7:397-412.
[88]Kyoji Sassa,Hiroshi Fukuoka,Fawu Wang,et al.Dynamic prop-erties of earthquake-induced large-scale rapid landslides withinpast landslide masses[J].Landslides,2005,2:125-134.
[89]Sepulveda S A,Murphy W,Jibson R W,et al.Seismically in-duced rock slope failures resulting from topographic amplificationof strong ground motions:The case of Pacoima Canyon,Califor-nia[J].Engineering Geology,2005,80:336-348.
[90]Tuladhar G R,Tiwari B,Marui H.Post earthquake evaluation ofHigashi Takazawa landslide located at Niigata Prefecture of Japan[C]∥GSP 160 Dynamic Response and Soil Properties.Geo-Denver:New Peaks in Geotechniques,ASCE,2007.
[91]Huang Runqiu,Pei Xiangjun,Li Tianbin.Basic characteristicsand formation mechanism of the largest scale landslide at Da-guangbao occurred during the Wenchuan Earthquake[J].JournalofEngineering Geology,2008,16(6):730-741.[黄润秋,裴向军,李天斌.汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J].工程地质学报,2008,16(6):730-741.]
[92]Wu Wenyuan,Zhang Zhicai,Zhang Yanzhou.Main characteris-tics and prevention of secondary geological hazards caused byWenchuan Earthquake[J].Sichuan Forestry Exploration and De-sign,2008,3:7-10.[吴文远,张志才,张炎周.汶川大地震次生地质灾害的主要特征及其预防[J].四川林勘设计,2008,3:7-10.]
[93]Yin Yueping.Researches on the geo-hazards triggered by Wen-chuan Earthquake,Sichuan[J].Journal ofEngineering Geology,2008,16(4):433-444.[殷跃平.汶川八级地震地质灾害研究[J].工程地质学报,2008,16(4):433-444.]
[94]Xu Qiang,Huang Runqiu.Kinetics characteristics of large land-slides triggered by May 12 Wenchuan Earthquake[J].Journal ofEngineering Geology,2008,16(6):721-729.[许强,黄润秋.5.12汶川大地震诱发大型崩滑灾害动力特征初探[J].工程地质学报,2008,16(6):721-729.]
[95]Wang Yunsheng,Luo Yonghong,Ji Feng,et al.Analysis of thecontrolling factors on geo-hazards in mountainous epicenter zonesof the Wenchuan Earthquake[J].Journal ofEngineering Geolo-gy,2008,16(6):759-763.[王运生,罗永红,吉峰,等.汶川大地震山地灾害发育的控制因素分析[J].工程地质学报,2008,16(6):759-763.]
[96]Wu Zhenhan,Zang Zuochen.Types of seismic and geologicalhazards caused by the MS 8.0 Wenchuan Earthquake[J].ActaGeologica Sinica,2008,82(12):1 747-1 757.[吴珍汉,张作辰.汶川8级地震地质灾害的类型及实例[J].地质学报,2008,82(12):1 747-1 757.]
[97]Xu Xiangning,Wang Lansheng.On the mechanism of slope de-formation-failures and their distribution characteristics in highearthquake-intensity area[J].Journal ofEngineering Geology,2005,13(1):68-75.[许向宁,王兰生.岷江上游叠溪地震区斜坡变形破坏分区特征及其成因机制分析[J].工程地质学报,2005,13(1):68-75.]
[98]Kokusho T,Asce M,Ishizawa T.Energy-based evaluation ofearthquake-induced slope failure and its application[C]∥Geotechnical Earthquake Engineering and Soil Dynamics IVCal-ifornia Geo-Institute of the ASCE,2008:1-10.
[99]Biondi G,Cascone E,Maugeri M,et al.Pore pressure effect onseismic response of slopes[C]∥12th World Conference of Earth-quake Eengineering,2000.
[100]Qi Shengwen,Wu Faquan,Liu Chunling,et al.Engineering ge-ological analysis on stability of slope under earthquake[J].Chi-nese Journal of Rock Mechanics and Engineering,2004,23(16):2 792-2 797.[祁生文,伍法权,刘春玲,等.地震边坡稳定性的工程地质分析[J].岩石力学与工程学报,2004,23(16):2 792-2 797.]
[101]Hu Houtian.Rock Avalanche and Rock Fall[M].Beijing:Chi-na Railway Press,1989.[胡厚田.崩塌与落石[M].北京:中国铁道出版社,1989.]
[102]Chen Hongkai.Theory Unstable Rock Mass Prevention[M].Beijing:Seismology Press,2006.[陈洪凯.危岩防治原理[M].北京:地震出版社,2006.]
[103]Han Wenfeng,Song Chang,Liang Qingguo,et al.EngineeringGeological Research on Dynamo-relaxed Rock Mass at DaliushuDam Site on Heishanxia Gorge of Yellow River[M].Lanzhou:Gansu Science and Technology Press,1993.[韩文峰,宋畅,梁庆国,等.黄河黑山峡大柳树松动岩体工程地质研究[M].兰州:甘肃科学技术出版社,1993.]
[104]Han Wenfeng.Research on Significant Engineering GeologicalProblems on Exploitation of Heishanxia Gorge of the YellowRiv-er[M].Beijing:Science Press,2004.[韩文峰.黄河黑山峡河段开发重大工程地质问题研究[M].北京:科学出版社,2004.]
[105]Han Wenfeng,Song Chang,Liang Qingguo.Strong ground mo-tion at meizoseismal area&safety of important engineering pro-ject ant potential earthquake region[J].Journal ofEngineeringGeology,2004,12(4):346-353.[韩文峰,宋畅,梁庆国.极震区的地震动与潜在震源区内重大工程安全[J].工程地质学报,2004,12(4):346-353.]
[106]Liang Qingguo,Han Wenfeng,Zhao Shiyao.Influence of verticalseismic action on seismic dynamic failure of jointed rock mass[J].Northwestern Seismological Journal,2007,29(4):307-313.[梁庆国,韩文峰,赵士耀.垂直向地震作用对节理岩体失稳破坏的影响[J].西北地震学报,2007,29(4):307-313.]
[107]Li Shanbang.Seismology in China[M].Beijing:SeismologicalPress,1981.[李善邦.中国地震[M].北京:地震出版社,1981.]
[108]Bommer J J,Georgallides G,Tromans I J.Is there a near-fieldfor small-moderate magnitude earthquakes?[J].Journal ofEarthquake Engineering,2001,5(3):395-423.
[109]Okinawa.Earthquake Mechanics[M].Zhao Zhonghe translate.Beijing:Seismological Press,1984.[笠原庆一著.地震力学[M].赵忠和译.北京:地震出版社,1984.]
[110]Hu Yunxian.Earthquake Engineering[M].Beijing:Seismologi-cal Press,1988.[胡聿贤.地震工程学[M].北京:地震出版社,1988.]
[111]Liu Xiaodi,Wang Yayong.Statistics analysis on spectral charac-teristics of strong ground motions[J].Journal ofSeismologicalResearch,1988,11(4):377-385.[刘小弟,王亚勇.强震地面运动频谱特性的统计分析[J].地震研究,1988,11(4):377-385.]
[112]Jiang Pu,Dai Lisi.Introduction to Engineering Seismology[M].Beijing:Seismological Press,1993.[蒋溥,戴丽思.工程地震学概论[M].北京:地震出版社,1993.]
[113]Xie Heping,Feng Xiating.The Basic Research on Safety of ma-jor Construction Projects in the Hazards Environment[M].Bei-jing:Science Press,2009.[谢和平,冯夏庭.灾害环境下重大工程安全性的基础研究[M].北京:科学出版社,2009.]
[114]Luo Qifeng,Na Xiangqian.Characteristics of strong ground mo-tions in epicentral region of the Osaka-Kobe Earthquake,Japan[J].Northwestern Seismological Journal,1997,19(3):52-55.[罗奇峰,那向谦.1995年日本阪神地震近场强地面运动的特征[J].西北地震学报,1997,19(3):52-55.]
[115]Huang Huihua.Analysis of influence of factors on attenuationrelationship of near-source ground motion peak acceleration[J].Journal ofEngineering Geology,1998,6(1):61-66.[黄慧华.近源地震动峰值加速度衰减关系影响因素分析[J].工程地质学报,1998,6(1):61-66.]
[116]Shushtsri B A.Effects of Near-fault Ground Motion on FrameStructures[D].USA:Stanford University,2000.
[117]Christopoulos C,LeGER P,Filiatrault A.Generation of verticalaccelerations for seismic sliding response of gravity dams[C]∥12th World Conference of Earthquake Eengineering,2000.
[118]Zhou Xiyuan,Wang Guoquan,Xu Guodong.Study on near-fieldground motion in 921 Jiji Earthquake,Taiwan[C]∥Earthquakeengineering and disaster mitigation and prevention in the newcentury:Proceedings for 80th Birthday of Academician Hu Yux-ian.Beijing:Seismological Press,2002:81-104.[周锡元,王国权,徐国栋.台湾921集集地震近场地面运动的研究[C]∥新世纪地震工程与防灾减灾——庆贺胡聿贤院士八十寿辰文集.北京:地震出版社,2002:81-104.]
[119]Zhou Zhenghua,Zhou Yongnian,Lu Tao,et al.Study on char-acteristics of vertical ground motion[J].Earthquake Engineeringand Engineering Vibration,2003,23(3):25-29.[周正华,周雍年,卢滔,等.竖向地震动特征研究[J].地震工程与工程振动,2003,23(3):25-29.]
[120]Li Xinle,Zhu Xi.Study on equivalent velocity pulse of near-fault ground motions[J].Acta Seismologica Sinica,2004,26(6):634-643.[李新乐,朱②.近断层地震动等效速度脉冲研究[J].地震学报,2004,26(6):634-643.]
[121]Wang Haiyun,Xie Lili.Characteristics of near-fault strongground motions[J].Journal ofHarbin Institute ofTechnology,2006,38(12):2 070-2 072,2 076.[王海云,谢礼立.近断层强地震动的特点[J].哈尔滨工业大学学报,2006,38(12):2070-2 072,2 076.]
[122]Yu Haiying,Wang Dong,Yang Yongqiang,et al.The preliminaryanalysis of strong ground motion characteristics from the Ms8.0Wenchuan Earthquake,China[J].Technology for EarthquakeDisaster Prevention,2008,3(4):321-336.[于海英,王栋,杨永强,等.汶川8.0级地震强震动特征初步分析[J].震灾防御技术,2008,3(4):321-336.]
[123]Xie Guanglin.Ground Fissure[M].Beijing:SeismologicalPress,1988.[谢广林.地裂缝[M].北京:地震出版社,1988.]
[124]Wang Zhongqi,Xie Junfei,Shi Zhaoji,et al.Introduction toEarthquake Engineering Geology[M].Beijing:SeismologicalPress,1983.[王钟琦,谢君斐,石兆吉,等.地震工程地质导论[M]北京:地震出版社,1983.]
[125]Wang Jingming.Theory and Application of Ground Fissure andIts Hazards[M].Xi′an:Shaanxi Science and Technology Press,2000.[王景明.地裂缝及其灾害的理论与应用[M].西安:陕西科学技术出版社,2000.]
[126]Li Shihai,Li Xiao,Liu Xiaoyu.Some issues in engineering geo-mechanics and its application[J].Chinese Journal ofRock Me-chanics and Engineering,2006,25(6):1 125-1 140.[李世海,李晓,刘晓宇.工程地质力学及其应用中的若干问题[J].岩石力学与工程学报,2006,25(6):1 125-1 140.]
[127]Stead D,Eberhardt E,Coggan J S.Developments in the char-acterization of complex rock slope deformation and failure usingnumerical modeling techniques[J].Engineering Geology,2006,(83):217-235.