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| 宁波抽水蓄能电站上库滑塌体稳定性分析 | |
| 作者单位： | 河海大学地质及岩土工程系 |
| 摘 要： | 宁波抽水蓄能电站上库右岸距坝线８０～１３０ｍ为一滑塌体组成的岸坡，滑塌体的稳定与否将影响发电引水隧洞位置的选择。通过对该滑塌体的变形特征分析和稳定性计算，得出该滑塌体在动水压力作用下将处于不稳定状态的结论。 |
| 关 键 词： | 滑塌体 动水压力 等K法 工程地质 |
SLIP BLOCK STABILITY ANALYSIS OF NINBO PUMPING AND STORAGE POWER STATION RESERVOIR BANK |
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| Authors: | Zhang Faming |
| Abstract: | There is a slip block in the right bank of Ninbo pumping and storage power station reservoir.Thestability of the slip block is the main factor for diversion tunnel designing.Based on analyzing the deformationfeature and calculating the slip block stability,we obtained that under the dynamic head action,the slip blockwill slip again. |
| Keywords: | Slip block stability analysis dynamic hydraulic pressure |
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