| 麒麟寺水电站坝前左岸倾倒体稳定性分析研究 |
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| 引用本文： | 苟富民. 麒麟寺水电站坝前左岸倾倒体稳定性分析研究[J]. 西北水电, 2008, 0(4): 8-14 |
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| 作者姓名： | 苟富民 |
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| 作者单位： | 中国水电顾问集团西北院工程勘察分院,兰州,730050 |
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| 摘 要： | 白龙江麒麟寺水电站坝前左岸发育有大规模的倾倒体，其稳定性直接关系到坝体以及电站的正常运行。应用UDEC数值模拟研究方法及不平衡传递系数法，结合区内地层岩性的组成、结构、物理力学特性、水文地质条件等方面的勘探试验资料，对倾倒体的稳定性进行分析研究，为工程设计及施工方法的制定提供依据。
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| 关 键 词： | 倾倒体 稳定性 UDEC数值模拟 |
Research on stability of left bank tilting body ahead of Qilinsi dam |
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| GOU Fu-min. Research on stability of left bank tilting body ahead of Qilinsi dam[J]. Northwest Water Power, 2008, 0(4): 8-14 |
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| Authors: | GOU Fu-min |
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| Affiliation: | GOU Fu-min(Northwest Hydro Consulting Engineers,CHECC,Lanzhou 730050,China) |
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| Abstract: | IA large tilting body is developed ahead of the Qilinsi dam on the Bailongjiang River,and its stability directly involves the normal operation of the dam and hydropower station.Analysis and study is made on the stability of the tilting body by application of UDEC numerical simulation method and unbalanced transfer coefficient method,and in combination of the investigation and test data of rock composition,structure,physical and mechanical characteristics and hydrological conditions etc.,providing the basis ... |
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| Keywords: | tilting body stability UDEC numerical simulation |
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