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边界面模型在基坑维护体系中的应用
引用本文:杨春林,孙吉主.边界面模型在基坑维护体系中的应用[J].水运工程,2001(2):16-20,22.
作者姓名:杨春林  孙吉主
作者单位:1. 广东省航务工程总公司,
2. 中科院武汉岩土所,
摘    要:简要介绍边界面模型特点,将其应用于基坑维护体系的受力及变形特性计算中,并与弹塑性模型计算的结果进行比较,总结出具有规律性的结论。

关 键 词:本构关系  塑性变形  边界面模型  深基坑开挖  有限元法
文章编号:1002-4972(2001)02-0016-05

Numerical Simulation on the Behaviour of Deep Excavation Retaining Structures Based on Bounding Surface Model
YANG Chun-lin,SUN Ji-zhu.Numerical Simulation on the Behaviour of Deep Excavation Retaining Structures Based on Bounding Surface Model[J].Port & Waterway Engineering,2001(2):16-20,22.
Authors:YANG Chun-lin  SUN Ji-zhu
Abstract:Primary property of bounding surface model is briefly introduced. This model was applied for force & deformation calculation of a deep excavation retaining structure and the result was compared with that based on elastic-plastic model, through which conclusions of regularity were obtained.
Keywords:constitutive relation  plastic deformation  bounding surface model  deep excavation  FEM
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