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基于ANSYS的某软土基坑有限元分析
引用本文:赵光辉,彭昊,高博.基于ANSYS的某软土基坑有限元分析[J].山西建筑,2012,38(16):83-84.
作者姓名:赵光辉  彭昊  高博
作者单位:天津市市政工程设计研究院,天津,300065
摘    要:结合天津滨海地区的软土基坑工程,采用大型有限元分析软件ANSYS对基坑开挖变形性状进行了数值模拟,分析了基坑底部采用搅拌桩加固后对支护结构及周围土体的影响,对同类工程设计及施工提供有益的借鉴。

关 键 词:基坑  软土  有限元分析

A soft soil foundation pit finite element analysis based on ANSYS
ZHAO Guang-hui,PENG Hao,GAO Bo.A soft soil foundation pit finite element analysis based on ANSYS[J].Shanxi Architecture,2012,38(16):83-84.
Authors:ZHAO Guang-hui  PENG Hao  GAO Bo
Affiliation:(Tianjin Municipal Engineering Design & Research Institute,Tianjin 300065,China)
Abstract:Combining with the soft soil foundation pit engineering of Tianjin coastal area,this paper used the large-scale finite element analysis software ANSYS to make numerical simulation to foundation pit excavation deformation behaviors,analysed the influence of foundation pit bottom used stirring pile reinforcement to retaining structure and soil,provided usefull reference to similar engineering design and construction.
Keywords:foundation pit  soft soil  finite element analysis
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