东北水利水电2024，Vol.42Issue(7)：43-46,62,5.
不同偏压条件下基坑开挖对支护排桩变形特性的影响研究
Influence study on foundation pit excavation on deformation characteristics of supporting pile row under different bias pressure conditions
叶征远1
作者信息
- 1. 上饶市水利电力勘测设计院,江西上饶 334000
- 折叠
摘要
Abstract
Based on the finite element software Midas GTS/NX,this paper analyzes the deformation law of supporting pile in the process of foundation pit excavation under different biased pressure conditions,and identifies the influence of biased pressure on the deformation degree of supporting pile in the process of foundation pit excavation.The research considers the size of biased load,the horizontal distance of biased load from the pit side and the width of biased load,and simulates and analyzes the horizontal displacement and deformation law of supporting pile row during excavation of foundation pit under different biased load conditions.The research results are expected to provide certain reference for similar biased deep foundation pit.关键词
基坑开挖/支护排桩/数值模拟Key words
bias pressure/foundation pit excavation/supporting pile row/numerical simulation分类
建筑与水利引用本文复制引用
叶征远..不同偏压条件下基坑开挖对支护排桩变形特性的影响研究[J].东北水利水电,2024,42(7):43-46,62,5.
