科技广场Issue(10)：166-169,4.
有限元强度折减法在边坡稳定性分析中的应用
Strength Reduction in the Finite Element Analysis of Slope Stability
刘超飞 1张朋1
作者信息
- 1. 石家庄经济学院勘查技术学院,河北石家庄050031
- 折叠
摘要
Abstract
Strength reduction finite element method and limit equilibrium slope stability analysis, and safety factor determined by the two and comparing the situation of the sliding surface, to solve the limit equilibrium method does not reflect the trend of plastic deformation and the slope Of the sliding sin＇face does not fit the actual simulation.关键词
边坡/安全系数/有限元强度折减法/ANSYSKey words
Slope/Safety Factor the Finite Element Strength Reduction Method/ANSYS分类
建筑与水利引用本文复制引用
刘超飞,张朋..有限元强度折减法在边坡稳定性分析中的应用[J].科技广场,2011,(10):166-169,4.
