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ANSYS有限元三维仿真分析预测与预控基坑变形技术
引用本文:陈一乔,陈建航.ANSYS有限元三维仿真分析预测与预控基坑变形技术[J].广东土木与建筑,2011(3):31-32,44.
作者姓名:陈一乔  陈建航
作者单位:广东省建筑工程集团有限公司
摘    要:基坑工程围护体系稳定和变形是岩土工程领域的研究热点,对其的数值模拟及分析较多采用有限元法,从而获得深基坑周边地表及支护结构变形分布规律,为基坑施工提供指导及优化设计方案.文中应用ANSYS软件模拟某项目基坑开挖的变形,并据此调整施工工艺和进行重点监控,可供同行参考.

关 键 词:ANSYS有限元  三维仿真分析  预测与预控

ANSYS FEA 3D Simulation Analysis Forecasting and Precontrol Deformation Technology
n Yiqiao,hen Jianhang.ANSYS FEA 3D Simulation Analysis Forecasting and Precontrol Deformation Technology[J].Guangdong Architecture Civil Engineering,2011(3):31-32,44.
Authors:n Yiqiao  hen Jianhang
Affiliation:(Guangdong Construction Engineering Group Co.,Ltd.Guangzhou 510635,China)
Abstract:Stability and deformation of excavation engineering is a hot research topic in geotechnical engineering.The FEA is widely applied to numerical simulation and analysis,so as to gain deep foundation pit surrounding surface and supporting structure deformation distribution law,for foundation pit construction to provide the know and optimized design scheme.In this paper,ANSYS software to simulate a program of the foundation pit excavation deformation,and adjusted the construction technology and key monitoring for peer reference.
Keywords:ANSYS FEA  3D simulation analysis  forecasting and Precontrol
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