摘要
以上海地铁8号线人民广场站深基坑施工为例,通过一系列实测数据的统计分析,对紧贴运营地铁车站进行深基坑工程建设过程中新、老车站结构变形规律,以及变形控制进行了现场监测和理论计算的分析研究。
Take the deep excavation of People Square Station of Shanghai Rail Transit line 8 as a study case.By statistical analysis,a series of actual data were collected.Depending on these actual data,theoretical calculation and analysis study were made.And structural deformation regularity and control measures were come up with for both the new station and the existing station during the construction of deep excavation closely by the metro station in operation.
出处
《地下工程与隧道》
2008年第3期19-21,30,共4页
Underground Engineering and Tunnels
