摘要
传统支护结构具有自重大、回收利用率低等特点;本文基于某市政桥梁介绍了一种由钢结构组成的钢板桩-横撑结构支护形式。建立了数值有限元模型,计算了应力、变形、稳定性等值,结果表明,此种支护形式具有良好的性能。
The traditional supporting structure has the characteristics of self-weight and low recycling rate.This paper introduces a steel sheet pile-transverse support structure composed of steel structure based on a municipal bridge.A numerical finite element model was established,and the values of stress,deformation,and stability were calculated.The results showed that this type of support has good performance.
作者
张怡
邹春浪
ZHANG Yi;ZOU Chun-lang(CCCC Second Harbor Engineering Co.,Ltd.No.6 Branch,Wuhan 430014,China)
出处
《价值工程》
2021年第1期153-155,共3页
Value Engineering
关键词
深基坑
钢板桩
支护结构
deep foundation pit
steel sheet pile
supporting structure
