摘要
在既有轻轨高架车站下进行基坑开挖,势必对轻轨车站上部结构特别是柱基产生扰动,而目前国内已有的规范和标准中还未有对此施工控制标准的规定。针对上海市轨道交通9号线某车站换乘通道工程实例,结合对车站柱基变形的数值分析结果与现场监测数据,提出了轻轨高架车站柱基变形控制指标,可为同类型的基坑工程提供有益的参考。
The open-cut foundation pit just under the operating elevated station of light railway must has influence to upper structure,especially to column foundation of the station,however,there are not disturbance control standards for this kind of construction in the present codes.The paper aims at a transfer channel engineering project of Shanghai Metro Line 9, combining the deformation simulating results of column foundations of the station with field monitoring data,proposes the disturbance control standards for column foundation of light railway station.It provides beneficial references for other foundation pits in same situation.
出处
《西北地震学报》
CSCD
北大核心
2011年第B08期270-273,280,共5页
Northwestern Seismological Journal
关键词
基坑
明挖法
轻轨高架车站
扰动
数值分析
Foundation pit
Open-cut method
Elevated station of light railway
Disturbance
Numerical simulation