| 渫水皂市水利枢纽右坝肩146m高程以上边坡变形机制及加固处理 |
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| 引用本文： | 刘志辉,颜慧明,吴宏钧.渫水皂市水利枢纽右坝肩146m高程以上边坡变形机制及加固处理[J].资源环境与工程,2005,19(2):95-100. |
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| 作者姓名： | 刘志辉 颜慧明 吴宏钧 |
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| 作者单位： | 1. 水利部湖南省澧水流域水利水电综合开发公司,湖南,长沙,410007
2. 长江水利委员会第九工程勘测院,湖南,岳阳,414000 |
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| 摘 要： | 根据皂市水利枢纽右坝肩高程146m以上边坡地质条件，分析了边坡的变形机制．提出了合理加固措施，变形、加固以及运行时对边坡稳定状态的分析，已得到了全程监测资料的证明。本文为以后同类边坡变形提供了分析途径及加固处理参考。
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| 关 键 词： | 皂市水利枢纽 加固处理 变形机制 上边坡 右坝肩 高程 地质条件 加固措施 稳定状态 监测资料 边坡变形 |
| 文章编号： | 1671-1211(2005)02-0095-06 |
MECHANISM FOR SLOPE DEFORMATION AND CONSOLIDATON IN THE KEY WATER CONTROL PROJECT AT ZAOSHI OF XIESHUI RIVER |
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| LIU Zhihui,Yan Huiming,Wu Hongjun.MECHANISM FOR SLOPE DEFORMATION AND CONSOLIDATON IN THE KEY WATER CONTROL PROJECT AT ZAOSHI OF XIESHUI RIVER[J].Resources Environment & Engineering,2005,19(2):95-100. |
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| Authors: | LIU Zhihui Yan Huiming Wu Hongjun |
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| Affiliation: | Liu Zhihui~1,Yan Huiming~2,Wu Hongjun~2 |
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| Abstract: | The authors analyzed the mechanism for slope deformation and proposed the suitable measures for consolidation,based on the geological conditions on the 146m level of the right-side shoulder of the Zaoshi key water control project on Xieshui River.The stability analysis during deformation,consolidation and normal operation process is agreeable with monitoring data of the whole course.This paper provides a useful reference for similar slope in the future. |
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| Keywords: | Fault Deformation mechanism Stability analysis Monitoring |
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