| 石家庄水库宁化堡滑坡稳定分析 |
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| 引用本文： | 张梧荫.石家庄水库宁化堡滑坡稳定分析[J].电力学报,2005,20(2):181-182,185. |
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| 作者姓名： | 张梧荫 |
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| 作者单位： | 水利部山西水利水电勘测设计研究院,山西,太原,030024 |
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| 摘 要： | 宁化堡滑坡在汾河上游宁武县境内,拟建石家庄水库尾部,水库建成后该处河谷迥水深5~7m。笔者分析了滑坡浸水后会否复活,产生整体或大面积滑动,堵塞汾河河道,危及石家庄水库的安全。
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| 关 键 词： | 宁化堡滑坡 稳定分析 滑坡复活 石家庄水库 |
| 文章编号： | 1005-6548（2005）02-0181-02 |
| 收稿时间： | 2005-02-21 |
| 修稿时间： | 2005-02-212005-03-29 |
An Analysis of Stability of Ninghuabao Landslide Lying in Shijiazhuang Reservoir |
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| ZHANG Wu-yin.An Analysis of Stability of Ninghuabao Landslide Lying in Shijiazhuang Reservoir[J].Journal of Electric Power,2005,20(2):181-182,185. |
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| Authors: | ZHANG Wu-yin |
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| Abstract: | Ningwu country lies in the upstream of Fenhe River, where Shijiazhuang reservoir is to be constructed. Ninghuabao Landslide is to be developed in tail reach of this Reservoir, in which the dam is up to 5-7 m when this reservoir hare been constructed, This paper analyses stability of Ninghuabao Landslide when it is saturated and conclusion is obtained that large-area slide of the landslide is impossible, i. e, the landslide is stable, |
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| Keywords: | ninghuabao landslide stability analysis landslide reactivation shijiazhuang reservoir |
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