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| Research progress on stability evaluation method and disaster chain effect of landslide dam |
| NIAN Tingkai1，WU Hao1，CHEN Guangqi2，ZHENG Defeng3，ZHANG Yanjun1，LI Dongyang1 |
| (1. School of Civil Engineering，Dalian University of Technology，Dalian，Liaoning 116024，China；2. Department of Civil and Structural Engineering，Kyushu University，Fukuoka 812–8581，Japan；3. School of Urban and Environmental Science，Liaoning Normal University，Dalian，Liaoning 116029，China) |
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Abstract The issues of landslide dam and dam break are the focus of current research. Landslide dam is remarkably different from man-made earth-rockfill dam because of its special formation process，inhomogeneous material composition，complex internal structure and various geometrical shapes. Currently，there is still lack of in-depth research in the analysis of entire lifecycle and the reliable method to assess rapidly the stability of landslide dam. On the basis of systematical reviews of the forming conditions，stability analysis methods，overtopping and piping collapse mechanisms，dam break floods and geological disaster chain of landslide dams，a database which contains 1 328 cases of landslide dams is built according to the bibliography compilation. Then，the triggering factors，causes，volumes distribution，morphological characteristics and lifetime of landslide dams，and the relationships between them are analyzed. According to the principle of logistic regression，a prediction model with three parameters，the length and width of landslide dam and the reservoir capacity of barrier lake，is established，and a method to rapidly evaluate the stability of landslide dam is proposed. Finally，from the perspective of disaster chain，the main problems existing in current research and the future key development directions of the whole process of river-blocking disaster are pointed out. The research results indicate that the volumes，lifetime and stability of landslide dam are closely related to the triggering factors and causes of landslide dam. The three-parameter rapid assessment method predicts the stability of landslide dam accurately. The process simulation of the whole lifecycle and development of disaster warning system for landslide dam are the key development directions in the future.
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[1] 柴贺军，刘汉超，张倬元. 中国堵江滑坡发育分布特征[J]. 山地学报，2000，18(增1)：51–54.(CHAI Hejun，LIU Hanchao，ZHANG Zhuoyuan. The temporal-spatial distribution of damming landslides in China[J]. Journal of Mountain Science，2000，18(Supp.1)：51–54.(in Chinese))
[2] 黄润秋，许 强. 中国典型灾难性滑坡[M]. 北京：科学出版社，2008：1–4.(HUANG Runqiu，XU Qiang. Catastrophic landslides in China[M]. Beijing：Science Press，2008：1–4.(in Chinese))
[3] 殷跃平，张永双. 汶川地震工程地质与地质灾害[M]. 北京：科学出版社，2013：1–10.(YIN Yueping，ZHANG Yongshuang. Engineering geological and geological disasters of the Wenchuan earthquake[M]. Beijing：Science Press，2013：1–10.(in Chinese))
[4] LI T C，SCHUSTER R L，WU J. Landslide dams in south-central China[J]. American Society of Civil Engineers，1986，(3)：146–162.
[5] 柴贺军，刘汉超，张卓元. 中国滑坡堵江事件目录[J]. 地质灾害与环境保护，1995，6(4)：1–9.(CHAI Hejun，LIU Hanchao，ZHANG Zhuoyuan. The catalog of Chinese landslide dams events[J]. Journal of Geological Hazards and Environment Preservation，1995，6(4)：1–9.(in Chinese))
[6] 胡卸文，黄润秋，施裕兵，等. 唐家山滑坡堵江机制及堰塞坝溃坝模式分析[J]. 岩石力学与工程学报，2009，28(1)：181–189.(HU Xiewen，HUANG Runqiu，SHI Yubing，et al. Analysis of blocking river mechanism of Tangjiashan landslide and dam-breaking mode of its barrier dam[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(1)：181–189.(in Chinese))
[7] 余 斌，杨永红，苏永超，等. 甘肃省舟曲8.7特大泥石流调查研究[J]. 工程地质学报，2010，18(4)：437–444.(YU Bin，YANG Yonghong，SU Yongchao，et al. Research on the giant debris flow hazards in Zhouqu County，Gansu Province on August 7，2010[J]. Journal of Engineering Geology，2010，18(4)：437–444.(in Chinese))
[8] 刘建康，程尊兰，佘 涛. 云南鲁甸红石岩堰塞湖溃坝风险及其影响[J]. 山地学报，2016，34(2)：208–215.(LIU Jiangkang，CHENG Zunlan，SHE Tao. Assessment of dam failure and secondary hazards for Hongshiyan dammed lake caused by Ludian earthquake in Niulanjiang river[J]. Moutain Research，2016，34(2)：208–215.(in Chinese))
[9] TABATA S，MIZUYAMA T，INOUE K，Natural landslide dams hazards[J]. Engineering Geology，2002，110(3)：162–171.
[10] 徐文杰，陈祖煜，何秉顺，等. 肖家桥滑坡堵江机制及灾害链效应研究[J]. 岩石力学与工程学报，2010，29(5)：933–942.(XU Wenjie，CHEN Zuyu，HE Bingshun，et al. Research on river-blocking mechanism of Xiaojiaqiao landslide and disasters of chain effects[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(5)：933–942.(in Chinese))
[11] CHEN G Q，LI Y，ZHANG Y B，et al. The Disaster Chain of Earthquake Induced Landslides[M]// UGAI K，YAGI H，WAKAI A. Earthquake-Induced Landslides：Proceedings of the International Symposium on Earthquake-Induced Landslides. Berlin，Heidelberg：Springer Berlin Heidelberg，2013：949–958.
[12] 李海波，蒋会军，赵 坚，等. 动荷载作用下岩体工程安全的几个问题[J]. 岩石力学与工程学报，2003，22(11)：1 887–1 891.(LI Haibo，JIANG Huijun，ZHAO Jian，et al. Some problems about safety analysis of rock engineering under dynamic load[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(11)：1 887–1 891.(in Chinese))
[13] 谢和平. 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，2009：1–21.(XIE Heping. Basic research on the safety of major engineering projects in hazardous environments[M]. Beijing：Science Press，2009：1–21.(in Chinese))
[14] 中国科学院. 未来10年中国学科发展战略总论[M]. 北京：科学出版社，2012：20–25.(Chinese Academy of Sciences. The general outlines of Chinese disciplinary development strategy in the next 10 years[M]. Beijing：Science Press，2012：20–25.(in Chinese))
[15] COSTA J E，SCHUSTER R L. Documented historical landslide dams from around the world[R]. [S. l.]：US Geological Survey Open-file Report，1991：91–239.
[16] CUI P，ZHU Y Y，HAN Y S，et al. The 12 May Wenchuan earthquake-induced landslide lakes：distribution and preliminary risk evaluation[J]. Landslides，2009，6(3)：209–223.
[17] FAN X M，WESTEN C J，XU Q，et al. Analysis of landslide dams induced by the 2008 Wenchuan earthquake[J]. Journal of Asian Earth Sciences，2012，57：25–37.
[18] CASAGLI N，ERMINI L. Geomorphic analysis of landslide dams in the Northern Apennine[J]. Chikei，1999，20(3)：219–249.
[19] ERMINI L，CASAGLI N. Prediction of the behaviour of landslide dams using a geomorphological dimensionless index[J]. Earth Surface Processes and Landforms，2003，28(1)：31–47.
[20] KORUP O. Recent research on landslide dams—a literature review with special attention to New Zealand[J]. Progress in Physical Geography，2002，26(2)：206–235.
[21] KORUP O. Geomorphometric characteristics of New Zealand landslide dams[J]. Engineering Geology，2004，73(1/2)：13–35.
[22] 严 容. 岷江上游崩滑堵江次生灾害及环境效应研究[硕士学位论文][D]. 成都：四川大学，2006.(YAN Rong. Secondary disaster and environmental effect of landslide and collapsed dams in the upper reaches of Minjiang river[M. S. Thesis][D]. Chengdu：Sichuan University，2006.(in Chinese))
[23] XU Q，FAN X M，HUANG R Q，et al. Landslide dams triggered by the Wenchuan Earthquake，Sichuan Province，south west China[J]. Bulletin of Engineering Geology and the Environment，2009，68(3)：373–386.
[24] ZHANG L M，PENG M，CHANG D S，et al. Dam failure mechanisms and risk assessment[M]. Wiley，London：[s. n.]，2016：25–48.
[25] SAFRAN E B，O'CONNOR J E，ELY L L，et al. Plugs or flood-makers? The unstable landslide dams of eastern Oregon[J]. Geomorphology，2015，248：237–251.
[26] TACCONI S C，CATANI F，CASAGLI N. Geomorphological investigations on landslide dams[J]. Geoenvironmental Disasters，2015，2(1)：1–15.
[27] COSTA J E，SCHUSTER R L. The formation and failure of natural dams[J]. Geological Society of America Bulletin，1988，100(7)：1 054–1 068.
[28] 柴贺军，刘汉超，张倬元. 滑坡堵江的基本条件[J]. 地质灾害与环境保护，1996，7(1)：41–46.(CHAI Hejun，LIU Hanchao，ZHANG Zhuoyuan. The main conditions of landslide dam[J]. Journal of Geological Hazards and Environment Preservation，1996，7(1)：41–46.
[29] SWANSON F J，OYAGI N，TOMINAGA M. Landslide dams in Japan[C]// Landslide Dams Processes，Risk，and Mitigation. American Society of Civil Engineers Geotechnical Special Publication. [S. l.]： [s. n.]，1986：131–145.
[30] DAL S F，SOLE A，PASCALE S，et al. Assessment methodology for the prediction of landslide dam hazard[J]. Natural Hazards and Earth System Sciences，2014，14(3)：557–567.
[31] TACCONI S C，SEGONI S，CASAGLI N，et al. Geomorphic indexing of landslide dams evolution[J]. Engineering Geology，2016，208：1–10.
[32] 邬爱清，林绍忠，马贵生，等. 唐家山堰塞坝形成机制DDA模拟研究[J]. 人民长江，2008，39(22)：91–95.(WU Aiqing，LIN Shaozhong，MA Guisheng，et al. Formation mechanism analysis of Tangjiashan barrier dam by DDA software[J]. Yangtze River，2008，39(22)：91–95.(in Chinese))
[33] 罗 刚. 唐家山高速短程滑坡堵江及溃坝机制研究[博士学位论文][D]. 成都：西南交通大学，2012.(LUO Gang. Analysis of blocking mechanism of Tangjiashan high-speed short-run landslide and dam-breaking mode of Tangjiashan barrier dam[Ph. D. Thesis][D]. Chengdu：Southwest Jiaotong University，2012.(in Chinese))
[34] ZHAO T，DAI F，XU N W. Coupled DEM-CFD investigation on the formation of landslide dams in narrow rivers[J]. Landslides，2016，14(1)：1–13.
[35] FAN X M，ROSSITER D G，WESTEN C J，et al. Empirical prediction of coseismic landslide dam formation[J]. Earth Surface Processes and Landforms，2014，39(14)：1 913–1 926.
[36] 中华人民共和国行业标准编写组. DL/T5395—2007碾压式土石坝设计规范[S]. 北京：中国铁道出版社，2007.(The Professional Standards Compilation Group of People?s Republic of China. DL/T5395—2007 Design code for roller compacted earth rockfill dams[S]. Beijing：China Railway Publishing House，2007.(in Chinese))
[37] PENG M，ZHANG L M. Breaching parameters of landslide dams[J]. Landslides，2012，9(1)：13–31.
[38] DUMAN T Y. The largest landslide dam in Turkey：Tortum landslide[J]. Engineering Geology，2009，104(1/2)：66–79.
[39] CASAGLI N，ERMINI L，ROSATI G. Determining grain size distribution of the material composing landslide dams in the Northern Apennines：sampling and processing methods[J]. Engineering Geology，2003，69(1/2)：83–97.
[40] CHANG D S，ZHANG L M，XU Y，et al. Field testing of credibility of two landslide dams triggered by the 12 May Wenchuan earthquake[J]. Landslides，2011，8(3)：321–332.
[41] CROSTA G B，FRATTINI P，FUSI N. Fragmentation in the Val Pola rock avalanche，Italian Alps[J]. Journal of Geophysical Research Atmospheres，2007，112(F1)：290–303.
[42] 王兆印，崔 鹏，刘怀湘. 汶川地震引发的山地灾害以及堰塞湖的管理方略[J]. 水利学报，2010，41(7)：757–763.(WANG Zhaoyin，CUI Peng，LIU Huaixiang. Management of quake lakes and triggered mass movements in Wenchuan earthquake[J]. Journal of Hydraulic Engineering，2010，41(7)：757–763.(in Chinese))
[43] SHI Z M，WANG Y Q，CHEN J F，et al. Effect of fill size on the stability of Barrier Dams[J]. Applied Mechanics and Materials，2011，90–93：1 373–1 382.
[44] OKEKE A C，WANG F W，MITANI Y. Influence of geotechnical properties on landslide dam failure due to internal erosion and piping[C]// SASSA K，CANUTI P，YIN Y，ed. Landslide Science for a Safer Geoenvironment：Targeted Landslides. [S. l.]：Springer International Publishing，2014：623–631.
[45] 刘惠军，沈军辉，聂德新，等. 5•12汶川地震青川县木鱼镇滑坡坝稳定性分析[J]. 山地学报，2008，26(3)：263–266.(LIU Huijun，SHEN Junhui，NIE Dexin，et al. Analysis of landslide dam stability at Muyu Town in Qingchuan County in “5•12” Wenchuan earthquake[J]. Mountain Research，2008，26(3)：263–266.(in Chinese))
[46] 黄来源，季 为. 四川什邡青牛沱崩塌群特征及其形成的堰塞坝体稳定性评价[J]. 中国地质灾害与防治学报，2012，23(1)：39–47.(HUANG Laiyuan，JI Wei. Characteristics of Qingniutuo river collapses and the stability evaluation of barrier lake dam[J]. The Chinese Journal of Geological Hazard and Control，2012，23(1)：39–47.(in Chinese))
[47] SATTAR A，KONAGAI K，IKEDA T，et al. A quantitative approach to assess landform changes of hattian ballah landslide dam formed by 2005 Kashmir earthquake[J]. Bulletin of Earthquake Resistant Structure Research Center，2009，42：3–15.
[48] 乔 路，杨兴国，周宏伟，等. 模糊层次分析法的堰塞湖危险度判定——以杨家沟堰塞湖危险度综合评价为例[J]. 人民长江，2009，40(22)：51–53.(QIAO Lu，YANG Xingguo，ZHOU Hongwei，et al. Quick identification of risk degree of dammed lake by fuzzy AHP[J]. Yangtze River，2009，40(22)：51–53.(in Chinese))
[49] 陈风光，姚海林，史卫国. 模糊综合评价法在堰塞湖风险评估中的应用[J]. 上海交通大学学报，2011，45(增1)：67–70.(CHEN Fengguang，YAO Hailin，SHI Weiguo. Application of fuzzy and synthetic judgment to risk assessment of dammed lake[J]. Journal of Shanghai Jiaotong University，2011，45(Supp.1)：67–70.(in Chinese))
[50] PENG M，ZHANG L M. Analysis of human risks due to dam-break floods—part 1：a new model based on Bayesian networks[J]. Natural Hazards，2012，64(1)：903–933.
[51] PENG M，ZHANG L M. Dynamic decision making for dam-break emergency management-Part 2：Application to Tangjiashan landslide dam failure[J]. Natural Hazards and Earth System Sciences，2013，13(2)：439–454.
[52] HU X W，LUO G，LV X P，et al. Analysis on dam-breaking mode of Tangjiashan barrier dam in Beichuan county[J]. Journal of Mountain Science，2011，8(2)：354–362.
[53] MIZUYAMA T，SATOHUKA Y，OGAWA K，et al. Estimating the outflow discharge rate from landslide dam outbursts[C]// HIDEAKI M. Proceedings of the interpraevent International Symposium Disaster Mitigation of Debris Flows，Slope Failures and Landslides. Niigata：Universal Acad. Press，2006：365–377.
[54] YAMAGAMI T，JIANG J C. A Search for the critical slip surface in three-dimensional slope stability analysis[J]. Soils and Foundations，1997，37(3)：1–16.
[55] AWAL R，NAKAGAWA H，BABA Y，et al. Numerical and experimental study on landslide dam failure by sliding[J]. Journal of Chemical Physics，2007，51(92)：7–12.
[56] REGMI R K，NAKAGAWA H，KAWAIKE K，et al. Three dimensional study of landslide dam failure due to sudden sliding[J]. Journal of Japan Society of Civil Engineers，Ser B1：Hydraulic Engineering，2011，67(4)：139–144.
[57] 宋彦辉. 基于有限元强度折减法的滑坡坝稳定性分析[J]. 岩石力学与工程，2010，29(增1)：242–247.(SONG Yanhui. Stability analysis of landslide dam based on FEM shear strength reduction method[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(Supp.1)：242–247.(in Chinese))
[58] 石振明，熊 曦，彭 铭，等. 存在高渗透区域的堰塞坝渗流稳定性分析——以红石河堰塞坝为例[J]. 水利学报，2015，46(10)：1 162–1 171.(SHI Zhenming，XIONG Xi，PENG Ming，et al. Stability analysis of landslide dam with high permeability region：A case study of Hongshihe landslide dam[J]. Journal of Hydraulic Engineering，2015，46(10)：1 162–1 171.(in Chinese))
[59] 杨 鸽，朱 晟. 考虑堆石料空间变异性的土石坝地震反应随机有限元分析[J]. 岩土工程学报，2016，38(10)：1 822–1 832.(YANG Ge，ZHU Sheng. Seismic response of rockfill dams considering spatial variability of rockfill materials via random finite element method[J]. Chinese Journal of Geotechnical Engineering，2016，38(10)：1 822–1 832. (in Chinese))
[60] 孙 伟，何蕴龙，袁 帅，等. 考虑材料非均质性的胶凝砂砾石坝随机有限元分析[J]. 水利学报，2014，45(7)：828–836.(SUN Wei，HE Yunlong，YUAN Shuai，et al. Stochastic finite element analysis of Hardfill dam with considering the material heterogeneity influence[J]. Journal of Hydraulic Engineering，2014，45(7)：828–836.(in Chinese))
[61] 崔银祥，聂德新，刘惠军. 通过三维渗流计算评价某滑坡坝渗透稳定性[J]. 水土保持研究，2005，12(2)：98–100.(CUI Yingxiang，NIE Dexin，LIU Huijun. Seepage stability assessment of a landslide dam by three-dimensional seepage simulation[J]. Research of Soil and Water Conservation，2005，12(2)：98–100.(in Chinese))
[62] 胡卸文，罗 刚，王军桥，等. 唐家山堰塞体渗流稳定及溃决模式分析[J]. 岩石力学与工程学报，2010，29(7)：1 409–1 417.(HU Xiewen，LUO Gang，WANG Junqiao，et al. Seepage stability analysis and dam-breaking mode of Tangjiashan barrier dam[J]. Chinese Journal of Rock Mechanics and Engineering，2010，29(7)：1 409–1 417. (in Chinese))
[63] CUNDALL P A，STRACK O D L. A discrete numerical model for granular assemblies[J]. Géotechnique，1979，30(30)：331–336.
[64] 张 刚. 管涌现象细观机制的模型试验与颗粒流数值模拟研究[博士学位论文][D]. 上海：同济大学，2007.(ZHANG Gang. Researches on meso-scale mechanism of piping failure by means of model test and PFC numerical simulation[Ph. D. Thesis][D]. Shanghai：Tongji University，2007.(in Chinese))
[65] 石根华. 数值流形方法与非连续变形分析[M]. 北京：清华大学出版社，1997：92–98.(SHI Genhua. Numerical manifold method and discontinuous deformation analysis[M]. Beijing：Tsinghua University Press，1997：92–98.(in Chinese))
[66] ZHANG Y J，NIAN T K，ZHENG D F，et al. Analytical solution of seismic stability against overturning for a rock slope with water-filled tension crack[J]. Geomechanics and Engineering，2016，11(4)：457–469.
[67] CHEN Z Y，GONG W J，MA W，et al. Comparisons between centrifuge and numerical modeling results for slope toppling failure[J]. Science China Technological Sciences，2015，58(9)：1 497–1 508.
[68] 邬爱清，丁秀丽，陈胜宏，等. DDA方法在复杂地质条件下地下厂房围岩变形与破坏特征分析中的应用研究[J]. 岩石力学与工程学报，2006，25(1)：1–8.(WU Aiqing，DING Xiuli，CHEN Shenghong，et al. Researches on deformation and failure characteristics of an underground powerhouse with complicated geoclinal conditions by DDA method[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(1)：1–8.(in Chinese))
[69] WANG W，CHEN G Q，ZHANG H，et al. Analysis of landslide-generated impulsive waves using a coupled DDA-SPH method[J]. Engineering Analysis with Boundary Elements，2016，64：267–277.
[70] DAVIES T R，MANVILLE V，KUNZ M，et al. Modeling landslide dambreak flood magnitudes：Case study[J]. Journal of Hydraulic Engineering，2007，133(7)：713–720.
[71] YAN J，CAO Z X，LIU H H，et al. Experimental study of landslide dam-break flood over erodible bed in open channels[J]. Journal of Hydrodynamics：Ser B，2009，21(1)：124–130.
[72] CHEN S C，LIN T W，CHEN C Y. Modeling of natural dam failure modes and downstream riverbed morphological changes with different dam materials in a flume test[J]. Engineering Geology，2015，188：148–158.
[73] SHARIF Y A，ELKHOLY M，HANIF C M，et al. Experimental study on the piping erosion process in earthen embankments[J]. Journal of Hydraulic Engineering，2015，141(7)：04015012.
[74] SHI Z M，WANG Y Q，PENG M，et al. Characteristics of the landslide dams induced by the 2008 Wenchuan earthquake and dynamic behavior analysis using large-scale shaking table tests[J]. Engineering Geology，2015，194：25–37.
[75] 陈生水，徐光明，钟启明，等. 土石坝溃坝离心模型试验系统研制及应用[J]. 水利学报，2012，39(2)：241–245.(CHEN Shenshui，XU Guangming，ZHONG Qiming，et al. Development and application of centrifugal model test system for break of earth-rock dams[J]. Journal of Hydraulic Engineering，2012，39(2)：241–245.(in Chinese))
[76] 赵天龙，陈生水，王俊杰，等. 堰塞坝漫顶溃坝离心模型试验研究[J]. 岩土工程学报，2016，38(11)：1 965–1 972.(ZHAO Tianlong，CHEN Shengshui，WANG Junjie，et al. Centrifugal model tests overtopping failure of barrier dams[J]. Chinese Journal of Geotechnical Engineering，2016，38(11)：1 965–1 972.(in Chinese))
[77] WANG G H，FURUYA G，ZHANG F Y，et al. Layered internal structure and breaching risk assessment of the Higashi-Takezawa landslide dam in Niigata，Japan[J]. Geomorphology，2016，267：48–58.
[78] CHEN X Q，CUI P，YOU Y，et al. Dam-break risk analysis of the Attabad landslide dam in Pakistan and emergency countermeasures[J]. Landslides，2017，14(2)：1–9.
[79] PATHAK K R，SUZUKI K，KADOTA A，et al. Experiment on initiation mechanism of debris flow：collapse of natural dam in a steep slope channell[J]. Proceedings of Hydraulic Engineering，2003，47：577–582.
[80] 徐富刚，杨兴国，周家文. 堰塞坝漫顶破坏溃口演变机制试验研究[J]. 重庆交通大学学报：自然科学版，2015，34(6)：79–83.(XU Fugang，YANG Xingguo，ZHOU Jiawen. Experimental study on dyke evolution mechanism in dam-break process of landslide dam[J]. Journal of Chongqing Jiaotong University：Natural Science，2015，34(6)：79–83.(in Chinese))
[81] YANG Y，CAO S Y，YANG K J，et al. Experimental study of breach process of landslide dams by overtopping and its initiation mechanisms[J]. Journal of Hydrodynamics：Ser B，2015，27(6)：872–883.
[82] ZHANG D W，JIN Q，XIAO H E，et al. Experimental and numerical investigation on overtopping breaching of barrier dam[J]. Journal of Hydraulic Engineering，2012，43(8)：979–986.
[83] CHEN H Y，CUI P，ZHOU G D，et al. Experimental study of debris flow caused by domino failures of landslide dams[J]. International Journal of Sediment Research，2014，29(3)：414–422.
[84] GREGORETTI C，MALTAURO A，LANZONI S. Laboratory experiments on the failure of coarse homogeneous sediment natural dams on a sloping bed[J]. Journal of Hydraulic Engineering，2010，136(11)：868–879.
[85] AWAL R，NAKAGAWA H，KAWAIKE K，et al. Experimental study on piping failure of natural dam[J]. Journal of Japan Society of Civil Engineers，Ser B1：Hydraulic Engineering，2011，67(4)：157–162.
[86] OKEKE A C，WANG F W. Hydromechanical constraints on piping failure of landslide dams：an experimental investigation[J]. Geoenvironmental Disasters，2016，3(1)：1–17.
[87] LIU N，ZHANG J X，LIN W，et al. Draining Tangjiashan Barrier Lake after Wenchuan Earthquake and the flood propagation after the dam break[J]. Science in China Series E：Technological Sciences，2009，52(4)：801–809.
[88] KIYOTA T，SATTAR A，KONAGAI K，et al. Breaching failure of a huge landslide dam formed by the 2005 Kashmir earthquake[J]. Soils and Foundations，2011，51(6)：1 179–1 190.
[89] KORUP O. Geomorphic hazard assessment of landslide dams in South Westland，New Zealand：fundamental problems and approaches[J]. Geomorphology，2005，66(1/4)：167–188.
[90] WANG B，ZHANG T，ZHOU Q，et al. A case study of the Tangjiashan landslide dam-break[J]. Journal of Hydrodynamics，Ser B，2015，27(2)：223–233.
[91] BRUNNER G W. HEC-RAS River Analysis System Hydraulic Reference Manual. Version 4.1[R]. Davis C A：Hydrologic Engineering Center，2010.
[92] FAN X M，TANG C X，WESTEN C J，et al. Simulating dam-breach flood scenarios of the Tangjiashan landslide dam induced by the Wenchuan Earthquake[J]. Natural Hazards and Earth System Sciences，2012，12(10)：3 031–3 044.
[93] 石振明，熊永峰，彭 铭，等. 堰塞湖溃坝快速定量风险评估方法——以2014年鲁甸地震形成的红石岩堰塞湖为例[J]. 水利学报，2016，47(6)：742–751.(SHI Zhenming，XIONG Yongfeng，PENG Ming，et al. An efficient risk assessment method for landslide dam breach：taking the Hongshiyan landslide dam by the 2014 Ludian earthquake as an example[J]. Journal of Hydraulic Engineering，2016，47(6)：742–751.(in Chinese))
[94] 罗利环，黄 尔，吕文翠，等. 堰塞坝溃坝洪水影响因素试验[J]. 水利水电科技进展，2010，30(5)：1–4.(LUO Lihuan，HUANG Er，LV Wencui，et al. Experimental study on influence factors for dam-break flood of barrier dams[J]. Advances in Science and Technology of Water Resources，2010，30(5)：1–4.(in Chinese))
[95] CAO Z X，YUE Z Y，PENDER G. Landslide dam failure and flood hydraulics. Part I：experimental investigation[J]. Natural Hazards，2011，59(2)：1 003–1 019.
[96] 赵天龙，陈生水，付长静，等. 堰塞坝泄流槽断面型式离心模型试验研究[J]. 岩土工程学报，2017，39(10)：1–7.(ZHAO Tianlong，CHEN Shengshui，FU Changjing，et al. Centrifugal model tests on section form of drainage channel of barrier dams[J]. Chinese Journal of Geotechnical Engineering，2017，39(10)：1–7.(in Chinese))
[97] KING J，LOVEDAY I，SCHUSTER R L. The 1985 Bairaman landslide dam and resulting debris flow，Papua New Guinea[J]. Quarterly Journal of Engineering Geology and Hydrogeology，1989，22(4)：257–270.
[98] 王兆印，张新玉. 水流冲刷沉积物生成泥石流的条件及运动规律的试验研究[J]. 地理学报，1989，44(3)：291–301.(WANG Zhaoyin，ZHANG Xinyu. Experimental study of formation and laws of motion of debris flow[J]. Acta Geographica Sinica，1989，44(3)：291–301.(in Chinese))
[99] JIANG X G，CUI P，CHEN H Y，et al. Formation conditions of outburst debris flow triggered by overtopped natural dam failure[J]. Landslides，2017，14(3)：1–11.
[100] NIU Z P，XU W L，LI N W，et al. Experimental investigation of the failure of cascade landslide dams[J]. Journal of Hydrodynamics，Ser B，2012，24(3)：430–441.
[101] ZHOU G D，CUI P，CHEN H Y，et al. Experimental study on cascading landslide dam failures by upstream flows[J]. Landslides，2013，10(5)：633–643.
[102] ZHOU G D，CUI P，ZHU X H，et al. A preliminary study of the failure mechanisms of cascading landslide dams[J]. International Journal of Sediment Research，2015，30(3)：223–234.
[103] SHI Z M，GUAN S G，PENG M，et al. Cascading breaching of the Tangjiashan landslide dam and two smaller downstream landslide dams[J]. Engineering Geology，2015，193：445–458.
[104] CUI P，ZHOU G D，ZHU X H，et al. Scale amplification of natural debris flows caused by cascading landslide dam failures[J]. Geomorphology，2013，182：173–189. |
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2018, Vol. 37 
