徐州工程学院学报（自然科学版）2024，Vol.39Issue(4)：6-10,5.
临近堤岸下单排钢板桩局部加固措施研究
Local Reinforcement Measures of Single Row Steel Sheet Pile under Proximity Embankment
吴钢伟 1钟建林 2袁野1
作者信息
- 1. 浙江省建投交通基础建设集团有限公司,浙江 杭州 310051
- 2. 杭州杭千高速公路发展有限公司,浙江 杭州 310006
- 折叠
摘要
Abstract
The present study is based on the construction of a steel cofferdam in proximity to an embankment.The objective is to calculate and analyze the strength,stiffness and stability of the steel cofferdam using finite element software.The results demonstrate that as the thickness of the wall plate increases,the maximum stress value of each member exhibits a gradual reduction.Furthermore,the utilization of I40 to 2I45 I-beam walings results in a reduction in the local displacement,combined stress and shear stress value of the structure.Additionally,the optimization of the walings'structure and connection method enhances the stability and overturning resistance of the steel cofferdam.关键词
钢围堰/应力/位移/稳定性/有限元分析Key words
steel cofferdam/stress/displacement/stability/finite element analysis分类
交通工程引用本文复制引用
吴钢伟,钟建林,袁野..临近堤岸下单排钢板桩局部加固措施研究[J].徐州工程学院学报（自然科学版）,2024,39(4):6-10,5.
