| 某水电站滑坡形成机制及稳定性分析 |
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| 引用本文： | 张青宇,郑爱国,唐世明.某水电站滑坡形成机制及稳定性分析[J].四川地质学报,2014(1):101-103. |
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| 作者姓名： | 张青宇 郑爱国 唐世明 |
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| 作者单位： | 成都勘测设计研究院有限公司,成都610072 |
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| 摘 要： | 该水电站滑坡变形主要表现在滑坡的前、后缘及其两侧,目前该滑坡已处于不稳定状态,因此对该滑坡的形成机制及稳定性进行分析就尤为重要。该滑坡的形成机制为蠕滑—拉裂式,稳定性的地质分析和定量计算都表明:该滑坡天然状态下处于稳定状态,持续降雨状态下处于不稳定状态。
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| 关 键 词： | 滑坡 形成机制 稳定性 水电站 |
Genetic Mechanism and Stability for Landslide of a Hydropower Station |
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| ZHANG Qing-yu,ZHENG Ai-guo,TANG Shi-ming.Genetic Mechanism and Stability for Landslide of a Hydropower Station[J].Acta Geologica Sichuan,2014(1):101-103. |
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| Authors: | ZHANG Qing-yu ZHENG Ai-guo TANG Shi-ming |
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| Institution: | (Chengdu Hydroelectric Investigation ＆ Design Institute Co. Ltd ,Chengdu 610072) |
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| Abstract: | Study of landslide of a hydropower station indicates that it has been in an unstable state. Therefore, an analysis of its genetic mechanism and stability is of importance. The study indicates that the landslide is a creep-pull-apart one with unstable state related to persistent raining. |
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| Keywords: | landslide genetic mechanism stability hydropower station |
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