| 索风营水电站Dr2危岩体稳定性研 |
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| 引用本文： | 何应强,宋根才,马跃刚.索风营水电站Dr2危岩体稳定性研[J].中国农村水利水电,2005,0(5):87-90. |
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| 作者姓名： | 何应强 宋根才 马跃刚 |
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| 作者单位： | 1. 中国水利水电建设集团公司,北京,100761
2. 水资源与水电工程科学国家重点实验室,武汉大学,武汉,430072 |
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| 摘 要： | 针对贵州索风营水电站Dr2危岩体的工程实际，采用刚体极限平衡法和三维有限单元法进行计算分析，得到了Dr2危岩体加固治理前后的稳定性安全系数，并对结果进行了比较，为其边坡治理提供了依据。
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| 关 键 词： | 危岩体 稳定性分析 极限平衡法 有限单元法 |
| 文章编号： | 1007-2284(2005)05-0087-04 |
| 修稿时间： | 2005年1月11日 |
Stability Research on Dr2 Endangered Rock Mass of Suofengying Hydropower Plant |
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| HE Ying-qiang,SONG Gen-cai,MA Yue-gang.Stability Research on Dr2 Endangered Rock Mass of Suofengying Hydropower Plant[J].China Rural Water and Hydropower,2005,0(5):87-90. |
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| Authors: | HE Ying-qiang SONG Gen-cai MA Yue-gang |
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| Abstract: | In this paper, with the aim at the Dr2 endangered rock mass of Suofengying Hrdropower Station in Guizhou Province, the three-dimensional finite element method and rigid limit equilibrium method are applied in slope stability analysis, and the stability factors of the endangered rock mass before and after strengthening are obtained. The results are compared. It offers support for the treatment of the slope. |
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| Keywords: | rock mass endangered stability analysis limit equilibrium method finite element method |
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