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首页|期刊导航|江西建材|与邻近地下结构连接的基坑支护结构应力应变特性研究

与邻近地下结构连接的基坑支护结构应力应变特性研究

姚圣杰

江西建材Issue(11):260-263,4.
江西建材Issue(11):260-263,4.

与邻近地下结构连接的基坑支护结构应力应变特性研究

Study on Stress and Strain Characteristics of Foundation Pit Supporting Structure Connected With Adjacent Underground Structure

姚圣杰1

作者信息

  • 1. 江西香舍建筑有限公司,江西 九江 332000
  • 折叠

摘要

Abstract

In order to study the mechanical characteristics of the foundation pit supporting structure connected to the adjacent underground structure,this paper uses ABAQUS finite element software to establish a three-dimensional solid model,and analyzes the stress and deforma-tion characteristics of the foundation pit supporting structure connected to the adjacent underground structure during construction.The results show that when the foundation pit support system is connected to the basement,the mechanical characteristics of the support structure will be significantly affected.With the increase of the depth of foundation pit excavation,the maximum displacement of the top of the supporting pile gradually increases,and its maximum displacement values are 3.59,5.87,7.81,8.61 and 9.19 mm,which all appear at the top of the pile body.The existence of basement on the side of foundation pit will affect the force of soil under it.The influence of basement on the soil stress under it ranges from 0 to 1.5m(from the lower part of the basement,about 0.15 times the basement height).Therefore,according to the depth of the foundation pit and the characteristics of the adjacent structure,selecting the appropriate support mode can effectively reduce the impact on the adjacent structure and ensure the smooth progress of the project.

关键词

基坑支护/ABAQUS/地下结构/应力应变特性

Key words

Foundation pit support/ABAQUS/Underground structure/Stress-strain characteristic

分类

建筑与水利

引用本文复制引用

姚圣杰..与邻近地下结构连接的基坑支护结构应力应变特性研究[J].江西建材,2024,(11):260-263,4.

江西建材

1006-2890

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