| 高岩水库浆砌石空腹重力坝结构安全和稳定性校核 |
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| 引用本文： | 解家毕,肖明.高岩水库浆砌石空腹重力坝结构安全和稳定性校核[J].长江科学院院报,2002(3). |
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| 作者姓名： | 解家毕 肖明 |
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| 作者单位： | 武汉大学水电学院水电站教研室!湖北武汉430072 |
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| 摘 要： | 分别用结构力学法和三维有限元法对高岩水库浆砌石空腹重力坝的安全和稳定性进行了校核。分析对比了两类不同方法在空腹坝结构计算及稳定校核中的实用性 ,为空腹坝的设计得出了一些有用结论。
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| 关 键 词： | 空腹坝 稳定校核 有限元法 |
Safety and stability analyses of stone-lined hollow gravity dam for Gaoyan Reservoir |
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| XIE Jia bi,XIAO Ming.Safety and stability analyses of stone-lined hollow gravity dam for Gaoyan Reservoir[J].Journal of Yangtze River Scientific Research Institute,2002(3). |
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| Authors: | XIE Jia bi XIAO Ming |
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| Abstract: | The security and stability of the stone lined hollow gravity dam of Gaoyan Reservoir is analysed by using the method of structural mechanics and three dimensional finite element method.The practicability of the two kinds of methods is presented by comparing their results.Some useful conclusions about the design of hollow gravity dam are given in the paper. |
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| Keywords: | hollow gravity stability check 3 D finite element method |
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