| 小湾左岸坝前高边坡稳定性离心模型试验研究 |
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| 引用本文： | 潘亨永,胡小明,胡定. 小湾左岸坝前高边坡稳定性离心模型试验研究[J]. 红水河, 2000, 19(3): 29-33 |
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| 作者姓名： | 潘亨永 胡小明 胡定 |
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| 作者单位： | [1]广东省水利电力勘测设计研究院 [2]四川大学水电学院 |
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| 基金项目： | “九五”国家重点科技攻关项目! (子题编号 :96-2 2 1 -0 5-0 4 -0 1 ( 2 ) ) |
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| 摘 要： | 采用离心模型试验研究了小湾水电站左岸坝前堆积体高边坡在天然、蓄水、开挖及地震工况下的稳定性及失稳破坏机理，介绍了研究方法。研究成果供工程设计参考应用，对今后的高边坡稳定性的离心模型试验研究具有参考应用价值。
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| 关 键 词： | 堆积体高边坡 稳定性分析 离心模型试验 水电站 |
CentrifugalModel Test Stability Analysis on High Slope Located on the Left Bank in Front of the Dam of Xiaowan Hydropower Station |
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| PAN Heng yong ,HU Xiao ming ,HU Ding. CentrifugalModel Test Stability Analysis on High Slope Located on the Left Bank in Front of the Dam of Xiaowan Hydropower Station[J]. Hongshui River, 2000, 19(3): 29-33 |
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| Authors: | PAN Heng yong HU Xiao ming HU Ding |
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| Affiliation: | PAN Heng yong 1,HU Xiao ming 2,HU Ding 2 |
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| Abstract: | The stability and failure mechanism of the accumulational body slope located on the left bank in front of the dam of Xiaowan hydropower station under different operating conditions of natural no water,water storage,excavation and earthquake have been studied by using the centrifugal model test.The study method is intrdouced.The research results are for the design application of the slope and of great value in centrifugal model test study on high slope. |
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| Keywords: | accumulational body high slope stability analysis the centrifugal model test Xiaowan hydropower station |
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