摘要
南通市某地铁车站基坑位于富水砂层地区,周边环境复杂,采用顺作法施工。针对局部隔水层缺失以及存在承压水突涌风险的情况,采取相应的地下水处理措施。结合时空效应理论对施工流程进行优化,并对基坑变形进行控制,以减小对周边构筑物的影响。在施工全过程中严密监测,确保整个工程施工质量和安全。
The excavation of a subway station in Nantong is located in the water-rich sand layer area and the surrounding environment is complex.Combined with the time-spatial effect,the construction process was optimized.Besides,the groundwater treatment was carried out due to the lack of local waterproof layer and the risk of artesian water outburst.The influence on the surrounding structures was reduced by controlling the deformation of the excavation.Tight monitoring was carried out during the process to ensure the quality and safety of the entire construction.
作者
刘祥勇
樊冬冬
景旭成
谭勇
LIU Xiangyong;FAN Dongdong;JING Xucheng;TAN Yong(Nantong Rail Transit Co.,Ltd.,Nantong,Jiangsu 226000,China;Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China)
出处
《施工技术》
CAS
2020年第S01期187-189,共3页
Construction Technology
关键词
地铁
车站
深基坑
监测
施工技术
subways
stations
deep foundation excavation
monitoring
construction