摘要
利用极限平衡方法和三维有限元方法对某软弱岩土体高边坡稳定性进行了计算机模拟及计算分析 ,这两种方法各有优缺点 ,联合应用可互为补充 ,最后得出的结果与工程实际情况基本吻合。
Based on limit balance method and three dimensional finite element method, computer analogue and calculations analysis are carried out to the slope stability of flaccidity soil and rock solid. The two methods can be supplementary to each other through associate application, the outcomes and the practical conditions matched well.
出处
《西南科技大学学报》
CAS
2004年第2期55-59,共5页
Journal of Southwest University of Science and Technology
关键词
边坡稳定性
极限平衡法
三维有限元法
综合分析
软弱岩土体
slope stability
limit balance method
three dimensional finite element method
associate analysis applications
