| 汶川地震诱发干河口巨型反倾滑坡成因机制研究 |
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| 引用本文： | 李果,黄润秋,巨能攀,赵建军,贾俊.汶川地震诱发干河口巨型反倾滑坡成因机制研究[J].水电能源科学,2011,29(4). |
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| 作者姓名： | 李果 黄润秋 巨能攀 赵建军 贾俊 |
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| 作者单位： | 成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川成都,610059 |
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| 基金项目： | 教育部创新团队发展计划基金资助项目(IRT0812); 地质灾害防治与地质环境保护国家重点实验室自主研究课题基金资助项目(SKLGP2009Z013) |
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| 摘 要： | 以汶川地震诱发的干河口巨型滑坡为例,基于现场调查,通过调研滑坡结构和滑动后揭露的地貌特征,研究分析了滑坡的成因机理、破坏过程及运动特性,为同类灾害预测提供了参考。
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| 关 键 词： | 汶川地震 强震诱发滑坡 震裂 反倾斜坡 成因机理 |
Cause Mechanism of Giant Anti-incline Ganhekou Landslide Induced by Wenchuan Earthquake |
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| LI Guo,HUANG Runqiu,JU Nengpan,ZHAO Jianjun,JIA Jun.Cause Mechanism of Giant Anti-incline Ganhekou Landslide Induced by Wenchuan Earthquake[J].International Journal Hydroelectric Energy,2011,29(4). |
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| Authors: | LI Guo HUANG Runqiu JU Nengpan ZHAO Jianjun JIA Jun |
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| Affiliation: | LI Guo,HUANG Runqiu,JU Nengpan,ZHAO Jianjun,JIA Jun(State Key Laboratory of Geohazard Prevention and Geoenviroment Protection,Chengdu University of Technology,Chengdu 610059,China) |
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| Abstract: | Taking the giant anti-incline Ganhekou landslide induced by Wenchuan earthquake for an example,this paper analyzes the cause mechanism of landslide,damage and movement property on the basis of site investigation and survey of landslide structure and geomorphological feature after landslide.Thus,it provides reference for similar disaster forecasting. |
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| Keywords: | Wenchuan earthquake landslides induced by strong earthquake shatter crack anti-incline slope cause mechanism |
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