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株洲航电枢纽下游防洪墙施工过程有限元仿真分析
引用本文:姚迪,刘晓平,魏登,张柏英.株洲航电枢纽下游防洪墙施工过程有限元仿真分析[J].水运工程,2007(12):122-125.
作者姓名:姚迪  刘晓平  魏登  张柏英
作者单位:长沙理工大学水利学院,湖南,长沙,410076
基金项目:株洲航电枢纽工程厂坝风化深槽基础处理研究项目
摘    要:基于有限元原理,将防洪墙体和墙后回填土分为若干施工层,对防洪墙的沉降位移和水平位移进行仿真计算分析,得出防洪墙体位移变形随着施工过程的变化规律。株洲航电枢纽厂坝工程安全监测结果表明,施工仿真计算分析是合理的。

关 键 词:防洪墙  施工仿真  单元生死  有限元
文章编号:1002-4972(2007)12-0122-04
修稿时间:2007年6月5日

Finite Element Simulation Analysis on Flood Control Wall of Downstream Construction Process in Zhuzhou Navigation and Hydropower Junction
YAO Di,LIU Xiao-ping,WEI Deng,ZHANG Bo-ying.Finite Element Simulation Analysis on Flood Control Wall of Downstream Construction Process in Zhuzhou Navigation and Hydropower Junction[J].Port & Waterway Engineering,2007(12):122-125.
Authors:YAO Di  LIU Xiao-ping  WEI Deng  ZHANG Bo-ying
Abstract:Based on the finite element principle,the body of the flood wall and the backfilling soil are divided into certain construction procedures.The simulation computation analysis of the subsidence displacement and the horizontal departure are presented in this paper.Through the analysis,the variation rule of displacement and deformation of flood wall along with the construction process is obtained.The project safety monitor result of Zhuzhou Navigation and Hydropower Junction indicated that the construction simulation computation analysis is reasonable.
Keywords:flood wall  construction simulation  birth and death element  finite element
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