| 大岗山水电站拱坝坝肩边坡稳定性防治施工 |
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| 引用本文： | 李继跃,刘经军. 大岗山水电站拱坝坝肩边坡稳定性防治施工[J]. 三峡大学学报(自然科学版), 2012, 34(6): 17-19,38 |
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| 作者姓名： | 李继跃 刘经军 |
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| 作者单位： | 葛洲坝集团第一工程有限公司,湖北宜昌,443002 |
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| 摘 要： | 针对大岗山水电站右岸坝肩边坡大规模失稳块体，采取动态设计、裂隙追踪、实时监测等技术，以多种加固方法相结合进行综合治理，确保边坡整体稳定，满足高拱坝坝肩开挖要求．
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| 关 键 词： | 高拱坝 坝肩 深层裂隙处理 |
Dagangshan Hydropower Station Arch Dam Abutment Stability Control Construction |
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| Li Jiyue , Liu Jingjun. Dagangshan Hydropower Station Arch Dam Abutment Stability Control Construction[J]. Journal of China Three Gorges University(Natural Sciences), 2012, 34(6): 17-19,38 |
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| Authors: | Li Jiyue Liu Jingjun |
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| Affiliation: | Li Jiyue Liu Jingjun(No.1 Engineering Company Limited of China Gezhouba Group Co.,Ltd.,Yichang 443002,China) |
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| Abstract: | Aiming at mass instability block at right bank dam shoulder slope of Dagangshan hydropower sta- tion,techniques of dynamic design,fracture tracing and real-time monitoring, etc. combined with multi rein- forment measures were applied to the integrated treatment to ensure the overall stability of slope and to meet the requirement of high arch dam abutment excavation. |
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| Keywords: | high arch dam abutment deep fracture handling |
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