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有限元法在土石坝渗流稳定及抗滑稳定分析中的应用
引用本文:宋永嘉,韩晓育,田林钢,张献才.有限元法在土石坝渗流稳定及抗滑稳定分析中的应用[J].华北水利水电学院学报,2011(6):45-47.
作者姓名:宋永嘉  韩晓育  田林钢  张献才
作者单位:华北水利水电学院
基金项目:河南省教育厅自然科学基金项目(2010A570003);郑州市科技计划项目(074SGY33204-2)
摘    要:基于渗流有限元分析的基本原理,以某土石坝工程为例,对土石坝的典型断面进行二元渗流分析,应用有限元法对典型坝坡进行渗流稳定及抗滑稳定计算与分析,为土石坝的安全评价提供依据.

关 键 词:土石坝  有限元法  渗流稳定  抗滑稳定

Application of the Finite Element Method to the Percolation Stability and Sliding Stability Analysis of Earth Dams
SONG Yong-jia,HAN Xiao-yu,TIAN Lin-gang,ZHANG Xian-cai.Application of the Finite Element Method to the Percolation Stability and Sliding Stability Analysis of Earth Dams[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,2011(6):45-47.
Authors:SONG Yong-jia  HAN Xiao-yu  TIAN Lin-gang  ZHANG Xian-cai
Affiliation:(North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China)
Abstract:Based on the basic principles of the seepage finite element analysis,taking an earth dam project as the research example,the typical cross-section of the earth dam is analyzed as a two-dimensional seepage cross-section.According to the dam geological survey report,through selecting a typical dam slope,its percolation stability and sliding stability analysis are made by using the finite element method.This can provide the basis for the safety evaluation of earth dams.
Keywords:earth dam  finite element method  seepage stability  sliding stability
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