文章摘要
基于adina的土钉支护有限元数值模拟
Nonlinear FEM Numerical Simulation of Soil-Nailed Support System Base on Adina
  
DOI:10.3969/j.issn.1671-5322.2006.02.015
中文关键词: 土钉支护  非线性  有限元  Adina
英文关键词: soil nailing  finite element analysis  nonlinearity  Adina
基金项目:
作者单位
李宇 河海大学土木工程学院江苏南京210098 
张勤 河海大学土木工程学院江苏南京210098 
周正飞 中航勘察设计研究院北京100086 
摘要点击次数: 4429
全文下载次数: 3970
中文摘要:
      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.
英文摘要:
      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.
查看全文   查看/发表评论  下载PDF阅读器
关闭