| 深溪沟水电站猫岩崩滑体的成因及稳定性评价 |
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| 引用本文： | 李天斌,陈岳.深溪沟水电站猫岩崩滑体的成因及稳定性评价[J].地质灾害与环境保护,1997,8(2):21-25,30. |
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| 作者姓名： | 李天斌 陈岳 |
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| 作者单位： | 成都理工学院 |
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| 基金项目： | 国家自然科学基金,青年基金 |
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| 摘 要： | 在论述猫岩崩滑体基本特征的基础上，对该崩滑体的成因进行了初步探讨；采用反分析优化参数计算，评价了崩滑体在各工况下的稳定性，研究结果为深溪沟水电站厂房布置方案的选择，提供了重要依据。
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| 关 键 词： | 崩滑体 卸荷结构面 反分析 稳定性 岩石 水电站 |
ON THE GENESIS AND STABILITY OF MAOYAN ROCK FALLS AND LANDSLIDE IN SHENGXIGOU DAMSISTE |
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| Li Tianbin,Chen Yue,Shi Yuchuan.ON THE GENESIS AND STABILITY OF MAOYAN ROCK FALLS AND LANDSLIDE IN SHENGXIGOU DAMSISTE[J].Journal of Geological Hazards and Environment Preservation,1997,8(2):21-25,30. |
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| Authors: | Li Tianbin Chen Yue Shi Yuchuan |
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| Abstract: | On the basis of describling the development characteristics of Maoyan rock fall and landslide,the genesis of them were discussed preliminarily.Using the back analysis parameters,the authors calculated and evaluated the stability of the landslide under the different conditions. |
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| Keywords: | Rock fall and landslide Unlading discontinuities Back analysis Stability |
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