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应用有限元和离散元法分析边坡稳定性的对比
引用本文:陈有亮,任旭凯,刘明亮.应用有限元和离散元法分析边坡稳定性的对比[J].山西建筑,2012,38(11):58-60.
作者姓名:陈有亮  任旭凯  刘明亮
作者单位:上海理工大学土木工程系,上海,200093
摘    要: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。

关 键 词:有限元  离散元  边坡稳定  安全系数

Comparison on application of finite element and discrete element method analysis on slope stability
CHEN You-liang,REN Xu-kai,LIU Ming-liang.Comparison on application of finite element and discrete element method analysis on slope stability[J].Shanxi Architecture,2012,38(11):58-60.
Authors:CHEN You-liang  REN Xu-kai  LIU Ming-liang
Affiliation:(Department of Civil Engineering,University of Shanghai for Science and Technology,Shanghai 200093,China)
Abstract: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.
Keywords:finite element  discrete element  slope stability  safety factor
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