| 后水河水库大坝的稳定分析 |
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| 引用本文： | 王耐力 杨卫中. 后水河水库大坝的稳定分析[J]. 中国农村水利水电, 1996, 0(6): 36-38 |
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| 作者姓名： | 王耐力 杨卫中 |
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| 作者单位： | 广东省惠州市河道整治开发总公司，贵州省水利水电勘测设计研究院 |
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| 摘 要： | 对后水河水库大坝进行了分析，在坝体不设置伸缩缝，且坝基与基岩的结合处理较好时，大坝抗滑稳定属整体抗滑稳定问题，并可采用抗剪断公式进行计算及核核，可以减小坝体断面，有一定的经济效益。
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| 关 键 词： | 水库大坝，抗滑稳定，整体稳定 |
Stability Analysis of the Houshuihe Reservoir Dam |
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| Wang Naili,Yang Weizhong [. River Harness and Development Company of the Huizhou City of Guangdong Province,. Stability Analysis of the Houshuihe Reservoir Dam[J]. China Rural Water and Hydropower, 1996, 0(6): 36-38 |
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| Authors: | Wang Naili Yang Weizhong [. River Harness Development Company of the Huizhou City of Guangdong Province |
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| Affiliation: | Wang Naili,Yang Weizhong [1. River Harness and Development Company of the Huizhou City of Guangdong Province,516001,2. Institute of Survey and Design and Reserch of Water Resources and Hydropower of Guizhou Province] |
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| Abstract: | The dam slide resisting stability belongs to entire side resisting stability in the condition of fine binding of dam base and rock basement of the medium and small sized reservoir dams without expansion joint in the dam body and can be calculated and checked by using of shearing resisting formula. The dam body section can be reduced and has a certain economic benefit. |
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| Keywords: | reservoir dam slide resisting stability entire stability |
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