| 马堵山水电站工程发电厂房后边坡设计 |
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| 引用本文： | 毕树根,袁喆,修翅飞.马堵山水电站工程发电厂房后边坡设计[J].广东水利水电,2015(4). |
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| 作者姓名： | 毕树根 袁喆 修翅飞 |
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| 作者单位： | 中水珠江规划勘测设计有限公司,广东广州,510610 |
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| 摘 要： | 马堵山水电站后边坡最大坡高约120 m,工程边坡具有分布范围广、坡高且大部分构成顺向坡、地质条件复杂等特点。通过现场地质调查结合边坡参数反演分析计算,并结合当地工程经验制定边坡设计方案,现场实施效果良好。工程完工运行多年,现场监测数据表明设计方案安全可靠;文中边坡支护设计思路及边坡处理方案对同类工程的设计工作具有一定的参考意义。
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| 关 键 词： | 水电站 边坡设计 支护设计 |
Back Side Slope Design of the Powerhouse in Madushan Hydropower Project |
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| BI ShuGen,YUAN Zhe and XIU Chifei.Back Side Slope Design of the Powerhouse in Madushan Hydropower Project[J].Guangdong Water Resources and Hydropower,2015(4). |
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| Authors: | BI ShuGen YUAN Zhe and XIU Chifei |
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| Affiliation: | Pearl River Water Planning Survey and Design Co., Ltd ,GuangZhou 510610, China,Pearl River Water Planning Survey and Design Co., Ltd ,GuangZhou 510610, China and Pearl River Water Planning Survey and Design Co., Ltd ,GuangZhou 510610, China |
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| Abstract: | The maximum slope of powerhouse in Madushan hydropower project is about 120m high. It has a wide distribution of complex geological conditions, and the slope has an outside tendency. The slope design scheme is improved with field geological investigation, inversion analysis of slope parameters and the local engineering experience. The project has been completed for years. The in-situ monitoring data shows that the design scheme is safe and reliable. The slope design ideas and scheme have certain reference significance to similar project design work. |
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| Keywords: | hydropower station slope design supporting design |
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