| 注册
首页|期刊导航|结构工程师|基于独立基础保护要求的基坑变形控制标准研究

基于独立基础保护要求的基坑变形控制标准研究

管红亮

结构工程师2024,Vol.40Issue(2):176-183,8.
结构工程师2024,Vol.40Issue(2):176-183,8.

基于独立基础保护要求的基坑变形控制标准研究

Research on Foundation Pit Deformation Control Standard Based on Independent Foundation Protection Requirements

管红亮1

作者信息

  • 1. 中铁三局集团桥隧工程有限公司,河北 056036
  • 折叠

摘要

Abstract

Excavation of the foundation pit will cause displacement of the surrounding soil,resulting in additional deformation of the surrounding soil.When the buildings around the foundation pit need to be protected,and there are special requirements for the site displacement,strict standards for the control of foundation pit deformation must be formulated.In this paper,the relevant research results on the law of soil deformation caused by foundation pit excavation are sorted out and combined with the relevant specifications.Considering the protection requirements of independent foundations,the foundation pit deformation control standard is established through the back analysis method,and the influencing factors of the allowable value of foundation pit deformation are analyzed.The results show that:with the increase of excavation depth,the allowable value of foundation pit deformation decreases first and then increases,approximately showing a parabolic distribution;when the depth of independent foundation exceeds 0.3 times the excavation depth of the foundation pit,the allowable deformation value of the foundation pit remains unchanged;with the increase of the distance from the central axis of the foundation pit offset,the allowable deformation of the foundation pit increases monotonically,however,within the range of 0.3 times the length of the foundation pit,it basically remains unchanged,and then increases rapidly.

关键词

基坑变形标准/基坑开挖/建筑保护/土体位移

Key words

foundation pit deformation standard/foundation pit excavation/building protection/soil displacement

引用本文复制引用

管红亮..基于独立基础保护要求的基坑变形控制标准研究[J].结构工程师,2024,40(2):176-183,8.

结构工程师

OACSTPCD

1005-0159

访问量0
|
下载量0
段落导航相关论文