江西建材Issue(1)：119-121,3.
不同支撑方式对基坑开挖过程中应力变形影响分析
Analysis of the Effect of Different Support Methods on the Stress Deformation in the Process of Foundation Pit Excavation
摘要
Abstract
In foundation pit excavation,predicting and modeling the stress and deformation values of the foundation pit beforehand is more and more valued by the engineering parties.Based on an example of a large-scale foundation pit in Hangzhou,the paper uses Abaqus numerical simulation software to simulate the layered construction process of foundation supported by diaphragm wall and multi-channel prestressing an-chors,and analyzes and researches the stress and displacement conditions of the structure and the soil after the construction,which can provide references to the similar projects in the future.关键词
数值模拟/有限单元法/Abaqus/基坑支护Key words
Numerical simulation/Finite element method/Abaqus/Foundation pit support分类
建筑与水利引用本文复制引用
吴健,刘录刚,余宾成,庄华锋,胡奇波,郭远灏..不同支撑方式对基坑开挖过程中应力变形影响分析[J].江西建材,2024,(1):119-121,3.基金项目
浙江省建设厅项目《城市地下空间绿色开发与精细化运维应用(管理)研究》(项目编号:2022K073) （管理）
浙江大学-浙江交工协同创创新联合研究中心项目《城市地下空间绿色开发与精细化运维应用(管理)研究》(项目编号:ZDJG2021001). （管理）
