摘要
建立邻近桥梁结构的基坑开挖三维有限元模型,改变裙边加固的加固深度、加固宽度及加固体位置,分析裙边加固加固区域变化对邻近基坑桥梁结构加固效果的影响规律。
A three-dimensional finite element model of foundation pit excavation adjacent to the bridge structure was established to analyze the influence of the skirt reinforcement area on its reinforcement effect for the bridge structure.
作者
于品
Yu Pin(College of Civil Engineering,Tongji University,Shanghai 200092)
出处
《江西建材》
2020年第6期123-124,共2页
Jiangxi Building Materials
关键词
基坑
邻近桥梁
裙边加固
Foundation pit
Adjacent bridge structure
Skirt reinforcement