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深基坑中双排桩支护结构的影响因素分析

庞建国 杨明 马昌龙

森林工程2012,Vol.28Issue(6):69-73,78,6.
森林工程2012,Vol.28Issue(6):69-73,78,6.

深基坑中双排桩支护结构的影响因素分析

FEM Analysis of the Deep Pit Excavation with Retaining Structure of the Double-row Piles

庞建国 1杨明 1马昌龙1

作者信息

  • 1. 江苏省南京市公路建设处,江苏南京210000
  • 折叠

摘要

Abstract

With plain strain finite element method,the characteristis of double-row piles of excavation of foundation pit are studied through the FEM sofeware ABAQUS.Based on an actual example,some influencing factors have been analyzed,such as the top-beam stiffness and the distance between rows of piles.The results show that the top-beam stiffness and reinforcing passive zone soil can significantly improve the supporting effect of double-row piles,but the impact of the distance between the piles is not significant.

关键词

深基坑/双排桩/影响因素

Key words

deep pit/double-row piles/influencing factor

分类

农业科技

引用本文复制引用

庞建国,杨明,马昌龙..深基坑中双排桩支护结构的影响因素分析[J].森林工程,2012,28(6):69-73,78,6.

基金项目

南京市交通运输局项目 ()

森林工程

OACSTPCD

1006-8023

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