| 用被动抗力法分析大坝抗滑稳定性 |
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| 引用本文： | 曹继彦. 用被动抗力法分析大坝抗滑稳定性[J]. 东北水利水电, 2003, 21(5): 1-2,11 |
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| 作者姓名： | 曹继彦 |
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| 作者单位： | 山西省水利水电勘测设计研究院,山西,太原,030024 |
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| 摘 要： | 本文在传统的温凝土重力坝坝体抗滑稳定计算方法的基础上，根据汾河二库大坝的基础特征，用权限平衡法中的被动抗力法，着重对汾河二库大坝的深层抗滑稳定进行了分析探讨。
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| 关 键 词： | 温凝土重力坝 抗滑稳定计算 被动抗力法 汾河二库 |
| 文章编号： | 1002-0624(2003)05-0001-02 |
Analysis of stability against sliding of dam by passive resisting force method |
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| CAO Ji-yan. Analysis of stability against sliding of dam by passive resisting force method[J]. Water Resources & Hydropower of Northeast China, 2003, 21(5): 1-2,11 |
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| Authors: | CAO Ji-yan |
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| Abstract: | The paper analyses and discusses the stability against the deep sliding of dam in Fenhe reservoir with the passive resisting force method in the limit equilibrium method on basis of the traditional method of stability against sliding of concrete gravity dam according to the foundation character. |
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| Keywords: | concrete gravity dam calculation of stability against sliding passive resisting force method Fenhe second reservoir |
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