应用有限元和离散元法分析边坡稳定性的对比

摘要

This paper analysed the stability of same continuity rock slope using finite element and discrete element two methods,compared the finite element and discrete element calculation results from the calculated principle,calculation of a number of joint rock slope two aspects,gained some conclusions,so as to better guide the calculation of slope stability.%利用有限元和离散元两种方法对同一连续性岩质边坡的稳定性进行分析,从计算原理、计算有若干节理的岩质边坡两方面对有限元与离散元计算结果进行了比较,得出相关结论,从而更好地指导边坡稳定性计算。