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基于ANSYS的深基坑变形数值模拟研究——以宜昌城区深基坑工程为背景
引用本文:邱卫民,刘黎明.基于ANSYS的深基坑变形数值模拟研究——以宜昌城区深基坑工程为背景[J].三峡大学学报(自然科学版),2011,33(1):58-61.
作者姓名:邱卫民  刘黎明
作者单位:三峡大学,土木与建筑学院,湖北,宜昌,443002
摘    要:根据宜昌城区的工程地质条件、地基土特性以及现有的深基坑工程特点,通过大型通用有限元软件ANSYS分别建立了喷锚支护开挖的深基坑模型、桩锚支护开挖的深基坑模型和放坡无支护开挖的深基坑模型,借助ANSYS的"单元生死"功能,模拟了深基坑在上述3种开挖形式下的分步开挖过程,并对模拟结果进行分析,得出了深基坑在分步开挖过程中的...

关 键 词:宜昌城区  深基坑  基坑变形  支护选型

Numerical Simulation Study on Deformation of Deep Excavation Based on ANSYS——Taking Deep Excavation of Yichang City as Background
Qiu Weimin,Liu Liming.Numerical Simulation Study on Deformation of Deep Excavation Based on ANSYS——Taking Deep Excavation of Yichang City as Background[J].Journal of China Three Gorges University(Natural Sciences),2011,33(1):58-61.
Authors:Qiu Weimin  Liu Liming
Institution:Qiu Weimin Liu Liming(College of Civil Engineering and Architecture,China Three Gorges Univ.,Yichang 443002,China)
Abstract:Based on the engineering geological conditions of Yichang city and the characteristics of foundation soil and existing deep foundation pit engineering,three different deep foundation pit excavation models are established respectively for anchor-plate support,piles and anchors support and no-support with excavated slopes by the universal finite element software ANSYS.Using the element birth and death function of ANSYS,the simulation of deep foundation pit in the form of three kinds of excavation is achieved;...
Keywords:Yichang city  deep excavation  deformation of foundation pit  selection of excavation support type  
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