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边坡稳定性的有限元数值模拟建模
引用本文:汪军,刘海波. 边坡稳定性的有限元数值模拟建模[J]. 华北科技学院学报, 2011, 8(1): 60-63
作者姓名:汪军  刘海波
作者单位:华北科技学院土木工程系,北京东燕郊,101601
摘    要:本文针对国内某矿,考虑边坡材料的弹性和塑性,在不同的强度折减系数下,利用有限元法对该边坡进行稳定性计算分析,以判断其稳定性和计算出安全系数.由此可说明采用弹塑性有限元法进行计算具有独特的优势.

关 键 词:有限元  稳定性  数值模拟  建模

Slope stability of the finite element numerical simulation modeling
WANG Jun,LIU Haibo. Slope stability of the finite element numerical simulation modeling[J]. Journal of North China Institute of Science and Technology, 2011, 8(1): 60-63
Authors:WANG Jun  LIU Haibo
Affiliation:(Department of Civil Engineering,North China Institute Of Science And Technology, Yanjiao Beijing-East,101601)
Abstract:Consider elasticity and plasticity of the slope of two kinds of materials,in different strength reduction coefficient,by using the finite element method to the slope stability calculation and analysis,to judge its stability and compute safety coefficient.Which can be used to explain the elesto-plastic finite element method to calculate have an unique advantage
Keywords:finite element method  slope stability  Numerical simulation  modeling
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