摘要
比较分析了极限平衡法和有限元极限平衡法的特点,基于Geo-studio软件分析了两个典型边坡的稳定性,并比较了极限平衡法和有限元极限平衡法的分析计算结果。结果表明,不同计算方法可影响边坡的稳定性分析,为探讨工程中选择合适的计算方法奠定了基础。
The characteristics of limit equilibrium method and FEM limit equilibrium method are comparative analysis.And then the stability of two typical slopes is analyzed by using Geo-studio software.Finally,the calculation results of two methods are compared.The results show that different calculation methods have impact on slope stability analysis,which lays the foundation for choosing proper computing method to discuss engineering project.
出处
《水电能源科学》
北大核心
2010年第12期93-94,共2页
Water Resources and Power
