| 金安桥水电站枢纽建筑物边坡工程设计 |
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| 引用本文： | 马俊,李双宝,邓良军.金安桥水电站枢纽建筑物边坡工程设计[J].水力发电,2011,37(1). |
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| 作者姓名： | 马俊 李双宝 邓良军 |
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| 作者单位： | 中国水电顾问集团昆明勘测设计研究院,云南,昆明,650051 |
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| 摘 要： | 金安桥水电站枢纽区边坡范围大,地质条件复杂,并处于高地震烈度区域,边坡开挖设计工作难度大。在进行多种计算方法比较和对地质参数等基础数据进行多样化分析研究的基础上,对边坡滑移模式进行了推演,对边坡稳定进行了详细的分析计算,为施工设计提供了充足的理论依据。
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| 关 键 词： | 边坡工程 稳定分析 支护措施 金安桥水电站 |
Slope Engineering Design for the Hydraulic Structure of Jin'anqiao Hydropower Station |
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| Ma Jun,Li Shuangbao,Deng Liangjun.Slope Engineering Design for the Hydraulic Structure of Jin'anqiao Hydropower Station[J].Water Power,2011,37(1). |
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| Authors: | Ma Jun Li Shuangbao Deng Liangjun |
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| Affiliation: | Ma Jun,Li Shuangbao,Deng Liangjun(HydroChina Kunming Engineering Corporation,Kunming 650051,Yunnan,China) |
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| Abstract: | The slope in hydraulic structure area of Jin'anqiao Hydropower Station locates in high seismic intensity region with a larger range and complex geological conditions.The slope excavation design is more difficult.After comparing different calculation methods and conducting different analysis on the geological parameters,the slope sliding mode was simulated and the slope stability was analyzed.The analysis provides an adequate theoretical basis for the construction design. |
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| Keywords: | slope engineering stability analysis support measure Jin'anqiao Hydropower Station |
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