引文
[1]Costa,J.E.,Schuster,R.L.The formation and failure of naturaldams[J].Geological Society of America Bulletin,1988,100:1054~1068.
[2]聂高众,高建国,邓砚.地震诱发的堰塞湖初步研究[J].第四纪研究,2004,24(3):293~301.Nie Gaozhong,Gao Jianguo,Deng Yan.Preliminary study on earth-quake-induced dammed lake.Quaternary Sciences,2004,24(3):293~301.
[3]Costa,J.E.,Schuster,R.L.Documented historical landslide damsfrom around the world.Open-file report(United States GeologicalSurvey),1991,91~239.
[4]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.Yin Yueping.Researches on the geo-hazards triggered by Wen-chuan earthquake,Sichuan.Journal of Engineering Geology,2008,16(4):433~444.
[5]匡尚富.斜面崩塌引起的天然坝形成机理和形状预测[J].泥沙研究.1994,4:50~58.Kuang Shangfu.Formation mechanism and shape prediction of nat-ural damdue to slope failure.Journal of Sediment Research,1994,4:50~58.
[6]Swanson,F.J.,Oyagi,N.and Tominaga,M.Landslide dam in Ja-pan.American Society of Civil Engineers Geotechnical SpecialPublication,1986,3:131~145.
[7]Cotecchia,V.Systematic reconnaissance mapping and registrationof slope movements[J].International Association of EngineeringGeology Bulletin.1978,17:5~37.
[8]Adams,J.Earthquake-dammed lakes in New Zealand[J].Geolo-gy,1981,9:215~219.
[9]徐方军,韩丽宇.部分国家和地区地震诱发堰塞湖及其抢险概况.水力发展研究.2008,6:7~9.Xu Fangjun,Han Liyu.Earthquake-induced barrier lake and Res-cue Overviewin Some countries and Regions.Water Resources De-velopment Research,2008,6:7~9.
[10]柴贺军,刘汉超,张倬元等.天然土石坝稳定性初步研究[J].地质科技情报,2001,20(1):77~81.Chai Hejun,Liu Hanchao,Zhang Zhuoyuan,et al.Preliminarilystability analysis of natural rock field dam resulting from damminglandslide.Geological Science and Technology Information,2001,20(1):77~81.
[11]Ermini,L.,Casagli,N.Prediction of the behavior of landslidedams using a geomorphological dimensionless index[J].EarthSurface Processes and Landforms,2003,28:31~47.
[12]Korup,O.,Strom,A.L.and Weidinger,J.T.Fluvial response tolarge rock-slope failures—examples from the Himalayas,the TienShan,and the Southern Alps in New Zealand[J].Geomorpholo-gy,2006,78:3~21.
[13]Korup,O.,Tweed,F.Ice,moraine,and landslide dams in moun-tainous terrain[J].Quaternary Science Review,2007,26:3406~3422.
[14]Casagli,N.,Ermini,L.Geomorphic analysis of landslide dams inthe Northern Apennine[J].Japanese Geomorphological Union,1999,20(3):219~249.
[15]Casagli,N.,Ermini,L.and Rosati G.Determining grain size dis-tribution of the material composing landslide dams in the NorthernApennine:sampling and processing methods[J].EngineeringGeology,2003,69:83~97.
[16]柴贺军,董云,李绍轩,等.大型天然土石坝的溃决方式及环境效应分析[J].地质灾害与环境保护,2005,16(2):172~176.Chai Hejun,Dong Yun,Li Shaoxuan,et al.Analysis of naturalrock field dam break mode and environmental affections.Journalof Geological Hazards and Environment Preservation,2005,16(2):172~176.
[17]段启忠,姜明月.岷江叠溪大海子地震堰塞坝稳定性分析[J].四川水力发电,2004,23(1):93~96.Duan Qizhong,Jiang Mingyue.Stability analysis of the landslidedam in Dahaizi earthquake,Minjiang-diexi area.Sichuan WaterPower,2004,23(1):93~96.
[18]黄河,郑家祥,施裕兵,等.唐家山堰塞湖形成机制及应急处理工程措施研究[J].中国水利,2008,16:12~16.Huang He,Zhang Jiaxiang,Shi Yubing,et al.Research on the for-mation mechanism and emergency handling engineering measuresof the Tangjiashan barrier lake.China Water Resources,2008,16:12~16.
[19]Costa,G.B.,Chen,H.,Lee,C.F.Reply of the 1987 Val PolaLandslide,Italian Alps[J].Geomorphology,2004,60:127~146.
[20]Korup,O.Geomorphometric characteristics of New Zealand land-slide dams[J].Engineering Geology 2004,73:13~35.
[21]Schuster R L.Landslide dams-a worldwide phenomenon[J].Journal of the Japanese Landslide Society.1995,31(4)38~49.
[22]Fread,D.L.BREACH——An erosion model for earthern damfailures[J].Silver Spring,Maryland,National Weather Service,1985,29.
[23]童煜翔.山崩引致之堰塞湖天然坝体稳定性之量化分析[D].台湾中央大学应用地质研究所,硕士论文,2008.Tong Yuxiang.Quantitative Analysis for Stability of LandslideDam.National Central University Graduate Institute of AppliedGeology[D],2008
[24]Walder,J.S.,O Connor,J.E.Methods for predicting peakdischarge of floods caused by failure of natural and constructedearthern dams.Water Resources Research,1997,33:2237~2248.
[25]Korup,O.Recent research on landslide dams-a literature reviewwith special attention to NewZealand.Progress in Physical Geog-raphy[J].2006,26(2):206~235.
[26]Cruden,D.M.,Keengan,T.R and Thomson,S.The landslide damon the Saddle River neer Rycroft,Alberta[J].Canadian Geotech-nical Journal,1993,30:1003~1015.
[27]Bromhead,E.N.,Coppola,L.and Rendell,H.M.Field reconnais-sance of valley blocking landslide remnants:the Cordevole andPiave catchments[J].Journal of the Geological Society of China,1996,39:373~389.
[28]王子忠,杨绍平.小南海水库地震堰塞坝渗漏特征研究[J].四川地质学报,2003,23(1):26~30.Wang Zizhong,Yang Shaoping.On Characteristics of Seepagefrom the Earthquake-induced Barrier Bar of the Xiaonanhai reser-voir.Acta Geologica Sichuan,2003,23(1):26~30.
[29]崔银祥,聂德新,刘惠军.黄河上游某滑坡坝渗透稳定性评价[J].中国地质灾害与防治学报,2005,16(1):29~32.Cui Yinxiang,Nie Dexin,Liu Huijun.Seepage stability assessmentof a landslide dam located in the upper-reach of Yellow River.The Chinese Journal of Geological Hazard and Control,2005,16(1):29~32.
[30]Davies,T.R.,Manville,V.,Kunz,M.,Donadini,L.Moding land-slide dambreak flood magnitudes:case study[J].Journal of Hy-draulic Engineering,2007,7:713~720.
[31]Wishart,J.S.Overtopping breaching of rock balance dam.A the-sis of Master of Engineering in University of Canterbury,2007.