| 十三陵抽水蓄能电站上池滑坡稳定分析 |
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| 引用本文： | 张孟喜,吉随旺.十三陵抽水蓄能电站上池滑坡稳定分析[J].岩土力学,1997,18(1):48-53. |
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| 作者姓名： | 张孟喜 吉随旺 |
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| 作者单位： | 同济大学地下建筑与工程系!上海，200092，兰州铁道学院土木工程系!730070，水电部北京勘测设计研究院!100024，国家计委能源司水工处 |
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| 摘 要： | 十三陵抽水蓄能电站上池西岸边坡中，存在许多条不同产状和结构的断层，曾发生多次滑坡，构成了对电站上池工程的威胁，因此在池顶采用抗滑桩加固处理边坡。为了解加固后边坡的稳定性和抗滑桩的受力状态及其相互作用，用有限元方法对该岩体边坡进行了稳定性分析。
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| 关 键 词： | 稳定分析 滑坡 抗滑桩 稳定安全系数 |
Stability Analysis of the Slope at the Upper Pool in Shisanling Pumped Storage Power Plant |
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| Zhang Mengxi Ji Suiwang.Stability Analysis of the Slope at the Upper Pool in Shisanling Pumped Storage Power Plant[J].Rock and Soil Mechanics,1997,18(1):48-53. |
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| Authors: | Zhang Mengxi Ji Suiwang |
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| Abstract: | There are many faults with various attitudes and structures at the slopes in the Shisanling Pumped Storage Power Plant, which affect the upper pool engineering in the plant. Landslide and creep de-formation ocurred many times. The slope has been reinforced by anti-slide piles. The stability analysis of the slopes is carried out by the finite element method. The stress state in piles and the interaction of surrounding rock with the anti-slide piles are studied. |
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| Keywords: | stability analysis land-slide antislide pile safety factor of stability |
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