| 引子渡水电站右坝肩岩体整体稳定性地质分析与工程治理 |
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| 引用本文： | 郭维祥. 引子渡水电站右坝肩岩体整体稳定性地质分析与工程治理[J]. 水利水电技术, 2005, 36(9): 66-69 |
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| 作者姓名： | 郭维祥 |
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| 作者单位： | 中国水电顾问集团,贵阳勘测设计研究院,贵州,贵阳,550002 |
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| 摘 要： | 通过对右坝肩边坡区基本地质条件、边坡结构及自然边坡变形破坏形式等勘测资料的综合分析，将右坝肩边坡进行分区稳定性分析，在此基础上根据各分区工程边坡特点，有针对性地进行工程治理设计，为引子渡水电站的顺利建成打下了坚实的基础。
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| 关 键 词： | 破坏模式 工程治理 边坡分区 边坡稳定 引子渡水电站 贵州省 |
| 文章编号： | 1000-0860(2005)09-0066-04 |
| 收稿时间： | 2005-07-04 |
| 修稿时间： | 2005-07-04 |
Geological analysis and engineering improvement for rock mass stability of right abutment of dam for Yinzidu Hydropower Station |
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| GUO Wei-xiang. Geological analysis and engineering improvement for rock mass stability of right abutment of dam for Yinzidu Hydropower Station[J]. Water Resources and Hydropower Engineering, 2005, 36(9): 66-69 |
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| Authors: | GUO Wei-xiang |
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| Abstract: | On the basis of a comprehensive analysis made on the investigation data of the geological condition, slope structure, deformation and destruction etc. from the right abutment of the dam for Yinzidu Hydropower Station, a stability analysis is made herein on the slope of the right abutment with zoning method, and then the design is made for the engineering improvement concerned based on the slope characteristics of each zone as well, which makes a solid foundation for the construction of the hydropower station. |
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| Keywords: | destruction mode engineering improvement zoning of slope slope stability Yinzidu Hydropower Station Guizhou Province |
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