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基于adina的土钉支护有限元数值模拟
引用本文:李宇,张勤,周正飞. 基于adina的土钉支护有限元数值模拟[J]. 盐城工学院学报(自然科学版), 2006, 19(2): 51-55
作者姓名:李宇  张勤  周正飞
作者单位:1. 河海大学,土木工程学院,江苏,南京,210098
2. 中航勘察设计研究院,北京,100086
摘    要:建立土钉支护的非线性有限元模型,土体本构采用Mohr-Coulomb模型,土钉之间采用Goodman单元模拟,能够模拟基坑的开挖与支护的施工过程。对某一具体基坑工程进行了模拟计算,取得了较满意的结果。

关 键 词:土钉支护  非线性  有限元
文章编号:1671-5322(2006)02-0051-05
修稿时间:2005-12-20

Nonlinear FEM Numerical Simulation of Soil-Nailed Support System Base on Adina
LI Yu,ZHANG Qin,ZHOU Zheng-fei. Nonlinear FEM Numerical Simulation of Soil-Nailed Support System Base on Adina[J]. Journal of Yancheng Institute of Technology(Natural Science Edition), 2006, 19(2): 51-55
Authors:LI Yu  ZHANG Qin  ZHOU Zheng-fei
Affiliation:1.College of Civil Engineering,Hohai University.,Jiangsu Nanjing 210098,China;2.Ayic Institute of Geotechnical Engineering,Beijing 100086,China
Abstract:A nonlinear finite element model(FEM) has been developed for the analysis of soil-nailed support system.Meanwhile several kinds of constitutive model were chosen for the nonlinearity and inelasticity of soil,and the Goodman element was adopted for the soil-nail interface.The staged excavation and retaining can also be stimulated by this model.An engineering case is analyzed as an example,and the result are satisfactory.
Keywords:Adina
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