| 喜河水电站右岸边坡稳定分析 |
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| 引用本文： | 周传水.喜河水电站右岸边坡稳定分析[J].西北水力发电,2007,23(3):71-77. |
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| 作者姓名： | 周传水 |
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| 作者单位： | 陕西汉江投资开发有限公司喜河项目部,陕西石泉725271 |
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| 摘 要： | 喜河水电站坝址区右岸地形较缓,风化程度较大,风化裂隙对边坡稳定以及坝肩断层对坝基都有影响。文中介绍了喜河水电站基本地质条件、右岸开挖边坡稳定分析和右岸开挖边坡设计和支护设计。
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| 关 键 词： | 右岸边坡 稳定分析 喜河水电站 |
| 文章编号： | 1671-4768（2007）03-0071-07 |
| 修稿时间： | 2007-05-12 |
Stability Analysis on Left Bank of the Xihe Hydropower Station |
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| ZHOU Chuan-shui.Stability Analysis on Left Bank of the Xihe Hydropower Station[J].Journal of Northwest Hydroelectric Power,2007,23(3):71-77. |
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| Authors: | ZHOU Chuan-shui |
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| Affiliation: | Shaanxi Hanjiang River Investment Ltd. , Project Management Division, Shaanxi Shiquan 725271, China |
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| Abstract: | The terrain is mild with doughtily weathering stratum in the dam site region at right bank of the Xihe hydropower station. The stability of side slope was affected by the weathering stratum and cracked rock, the stability of dam foundation was affected by the fault at the dam shoulder. The basic geological conditions, the stability analysis and the design of excavation and support of right bank slope of Xihe hydropower station were expounded. |
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| Keywords: | right bank slope stability analysis Xihe hydropower station |
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