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。
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.
出处
《中国农村水利水电》
北大核心
2005年第5期87-90,共4页
China Rural Water and Hydropower
关键词
危岩体
稳定性分析
极限平衡法
有限单元法
rock mass endangered
stability analysis
limit equilibrium method
finite element method
