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在充分调研和综合分析研究四川九龙溪谷水电站梅铺堆积体地质背景和岩体力学环境条件的基础上,遵循地质定性分析与定量评价相结合的评价思路,采用有限元法、极限平衡法(Morgenstern-Price法和不平衡推力传递系数法)等方法对斜坡稳定性进行了评价,并且得出了结论。
Based on the full investigation and comprehensive analysis of the geological background and the mechanical and environmental conditions of the Meipu deposit in the Jiulong Valley hydroelectric station in Sichuan Province and following the method of combining qualitative analysis and quantitative evaluation, the finite element method and limit equilibrium method Morgenstern-Price method and unbalanced thrust transfer coefficient method were used to evaluate the slope stability and concluded.