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《Earth Science Frontiers》 2009-03
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Basal characteristics and formation mechanisms of geological hazards triggered by the May 12,2008 Wenchuan earthquake with a moment magnitude of 8.0

Han Jinliang1,2,Wu Shuren1,2,He Shujun1,2,Sun Weifeng1,2,Zhang Chunshan1,2,Wang Tao1,2,Yang Jinzhong3,Shi Jusong1,21.Key Laboratory of Neotectonic Movement & Geohazard,Ministry of Land and Resources,Beijing 100081,China2.Institute of Geomechanics,Chinese Academy of Geological Science,Beijing 100081,China3.China Aero Geophysical Survey and Remote Sensing Center for Land and Resources,Beijing 100083,China  
The Ms 8.0 May 12,2008 Wenchuan earthquake triggered landslides,rock collapses and debris flows at more than 18 000 sites,which directly caused about 20 000 fatalities.Landslides,rock collapses and debris flows were distributed along active faults,rivers,roads,highways and railways,forming geological hazards chains.The peak ground acceleration is the strongest influence parameter,the second is topography,and bedrock geology,geomorphology,human activity are factors controlling earthquake-induced landslides also.Rupture geneses of landslides and rock collapses clustered at or near ridge crests,and at convex knickpoint within ridge flanks,and it is found out that this topography had a strong effect on seismic waves,giving rise to a significant amplification of peak ground accelerations at those sites.We give a new model of rupture of landslides and rock collapses triggered by strong earthquake in mountainous area.
【Fund】: 国家重点基础研究发展计划“973”项目“汶川地震重大次生山地灾害风险管理系统研究”(2008CB425803);; 国家科技支撑计划项目(2006BAC04B05);; 地质力学研究所基本科研业务费项目(DZLXJK200718);; 中国地质调查局地质调查项目(1212010640401)
【CateGory Index】: P315.9
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6 Liu Hongshuai, Bo Jingshan, Liu Dedong (Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China);Review on study of seismic stability analysis of rock-soil slopes[J];Earthquake Engineering and Engineering Vibration;2005-01
7 Wang Zhihua~(1,2),Liu Hanlong~1,Chen Guoxing~2,Gao Yufeng~1(1. Geotechnical Institute of Hohai University, Nanjing 210098, China; 2. Geotechnical Engineering Institute, Nanjing University of Technology, Nanjing 210009, China);Experiment study on effects of dynamic soil-structure interaction on foundation motions of structures[J];Earthquake Engineering and Engineering Vibration;2005-03
8 Chen Guoxing1,Zhuang Haiyang1,Du Xiuli2,Li Liang2,Cheng Shaoge3(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction: Analysis of test results[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
9 QI Sheng-WenInstitute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China;Two patterns of dynamic responses of single-free-surface slopes and their threshold height[J];Chinese Journal of Geophysics;2006-02
10 ZHANG Dong-Ning~1,YUAN Song-Yong~1,SHEN Zheng-Kang~21 Institute of Geophysics,China Earthquake Administration,Beijing 100081,China2 Institute of Geology,China Earthquake Administration,Beijing 100029,China;Numerical simulation of the recent crust movement and the fault activities in Tibetan Plateau[J];Chinese Journal of Geophysics;2007-01
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