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基坑开挖变形监测及数值仿真分析
引用本文:王安正,雷金山,肖武权,刘家党. 基坑开挖变形监测及数值仿真分析[J]. 土工基础, 2010, 24(1): 62-66
作者姓名:王安正  雷金山  肖武权  刘家党
作者单位:1. 中南大学土木建筑学院,长沙,410075
2. 湖南省劳动卫生职业病防治所,长沙,410075
摘    要:
结合基坑施工期间的变形监测,运用Plaxis软件建立有限元分析模型,以水平位移和竖向位移为衡量目标量,对各开挖支护工况下基坑支护结构及边坡的变形性状进行了分析,并与监测数据进行对比,系统地了解和判定基坑支护状态及其变形规律。

关 键 词:基坑  变形监测  数值模拟  比较研究

Numerical Simulation Analysis and Deformation Monitoring of Foundation Pit
WANG An zheng,LEI Jin shan,XIAO Wu quan,LIU Jia dang. Numerical Simulation Analysis and Deformation Monitoring of Foundation Pit[J]. Soie Engineering and Foundation, 2010, 24(1): 62-66
Authors:WANG An zheng  LEI Jin shan  XIAO Wu quan  LIU Jia dang
Affiliation:WANG An zheng1,LEI Jin shan1,XIAO Wu quan1,LIU Jia dang2(1.School of Civil , Architectural Engineering,Central South University,Changsha 410075,China,2.Hunan Institute for Labor Hygiene , Occupational Diseases,Changsha Hunan 410075,China)
Abstract:
The FEM model is established by using software Plaxis combined with the deformation monitoring of foundation excavation.Aimed to the horizontal and vertical displacement,the support structure of foundation and the deformation of slope are analyzed during excavation,then the related results is compared with the monitoring data,which is used to understand and judge the supporting status of foundation and its deformation characteristic.
Keywords:foundation pit  deformation monitoring  numerical simulation  comparative research  
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