江西建材Issue(11)：112-114,3.
基于ABAQUS深大基坑前期开挖稳定性数值分析
Based on the Numerical Analysis of ABAQUS Deep Large Foundation Pit
乔红政1
作者信息
- 1. 中铁建设集团有限公司,北京 100040
- 折叠
摘要
Abstract
This paper takes the Shantou High-Speed Railway Station Hub Integrated Rail Transit Preliminary Engineering Project(Phase I)as a case study and uses the ABAQUS finite element software to conduct numerical simulation analysis of the soil horizontal displacement at differ-ent excavation stages.The study found that the horizontal displacement was small in the early excavation stage,but increased gradually as the excavation depth increased,especially in the vicinity of the building.This nonlinear growth law is of great guidance significance for the design and construction management of the basement,and provides theoretical and technical support for similar projects.关键词
基坑开挖/ABAQUS/水平位移/深大基坑Key words
Foundation pit excavation/ABAQUS/Horizontal displacement/Deep large foundation pit分类
建筑与水利引用本文复制引用
乔红政..基于ABAQUS深大基坑前期开挖稳定性数值分析[J].江西建材,2024,(11):112-114,3.
