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有限元法在边坡稳定性评价中的应用
引用本文:张文娟,陈力.有限元法在边坡稳定性评价中的应用[J].城市地质,2008,3(2):35-38.
作者姓名:张文娟  陈力
作者单位:吉林大学建设工程学院,长春,130026;吉林大学建设工程学院,长春,130026
摘    要:本文以瓦房店核联合泵房边坡为背景,在综合考虑地震地质因素的基础上,采用有限元法对该边坡稳定性进行了分析计算和评价,为该工程边坡设计提供了科学依据。

关 键 词:边坡  有限元法  地震  塑性变形

Applications of the Finite Element Method in the Analysis of Slope Stability
ZHANG Wenjuan,CHEN Li.Applications of the Finite Element Method in the Analysis of Slope Stability[J].City Geology,2008,3(2):35-38.
Authors:ZHANG Wenjuan  CHEN Li
Institution:(College of Construction Engineering, Jilin University, Jilin, Changchun 130026, China)
Abstract:With the slope of combination pumping house of the nuclear power located in Wafangdian as the background,and on the basis of a comprehensive consideration of the earthquake geological factor,this paper introduces the analysis,calculation and evaluation of the slope stability with the finite element method,thereby providing a scientific support for the design of the slope.
Keywords:slope  finite element method  earthquake  plastic deformation  
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