深基坑支护结构设计的平面应变有限元法

英文篇名：The Plane Strain Finite Element Method in the Design of Supporting Structure in Deep Foundation Pits
中文刊名：青岛海洋大学学报(自然科学版)
英文刊名：Journal of Ocean University of Qingdao
作者：刘红军 ; 董淑云
英文作者：Liu Hongjun Dong Shuyun (College of Environmental Science And Engineering ; Ocean University of China ; Qingdao 266003 ; China)
中文关键词：深基坑工程 ; 支护结构设计 ; 内支撑 ; 平面应变有限元法
英文关键词：deep foundation pits engineering ; the design of supporting structure ; interior supporting structure ; method of the plane strain finite element
出版日期：2003-08-30
机构：中国海洋大学环境科学与工程学院,中国海洋大学环境科学与工程学院青岛266003 ,青岛266003
年：2003
期：04
出版单位：青岛海洋大学学报(自然科学版)

摘要

采用平面应变有限元法讨论深基坑工程多支撑支护问题 ,与传统的静力平衡法、弹性抗力有限元法相比具有优越性 ,该方法将支护结构与土体作为 1个系统研究 ,充分考虑桩土间的协调作用 ,模拟桩土接触界面 ,能计算出不同开挖阶段坑底及地表的变形、支护结构的应力及弯矩 ,在基坑支护结构设计中具有重要应用价值。
The question of multi-supporting for deep foundation pits is discussed in this paper by using the methods of the plane strain finite element. Compared with traditional methods such as the static limit equilibrium method and the elastic resistance finite element method, this method is capable of researching supporting and soil as a system, coordinating the pile and soil and simulating the interface between them. It can give the deformation of the pit bottom and the ground surface, and the stress, bending moment of the supporting structure during different excavation stages. It is of important application value in the design of supporting structure.

引文

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