摘要
就北京地铁八号线二期回龙观东大街站明挖基坑、明挖区间施工,对开挖过程中基坑围护结构变形、支承轴力、地表管线沉降数据进行监测分析,得出围护桩体位移、支承轴力随开挖时间及开挖过程的变化关系,可为同类工程施工提供参考。
In the open excavation of foundation pits and intervals of Huilongguan East Street Station in Beijing Metro Line 8 Second Period,monitoring and analysis are made on the foundation pits' retaining structure deformation,bearing axial forces,and surface pipe lines settlement data.Then the changes of the retaining pile displacement and bearing axial forces with the excavation time and process are got,which can be reference to similar engineering.
出处
《铁道建筑技术》
2011年第1期102-104,115,共4页
Railway Construction Technology
关键词
基坑开挖
支承轴力
围护结构
监测分析
pit excavation
bearing axial force
retaining structure
monitoring and analysis