摘要
依托福州地铁2号线金祥站—祥坂站盾构区间,通过分析大量的地表和建筑物监测数据,得到福州软土地层变形和建筑物沉降规律。在研究水土压力和注浆参数基础上,合理设定盾构施工参数,达到控制地表变形的目的。
Ground settlement around tunnel excavation was monitored for Jinxiang station to Xiangban station in Fuzhou Subway Line 2. Mass of measured data was analyzed systematically. The parameters of slurry balance shield,water and earth pressure and grouting parameters were setted for controlling groud surface movement and stratum deformation to satisfy buildings protection.
出处
《施工技术》
CAS
2018年第S1期767-771,共5页
Construction Technology
基金
国家重点研发计划:交通运输基础设施施工安全关键技术与装备研究(2017YFC0805300)
关键词
软土地层
地表沉降
水土压力
注浆
参数
soft soil stratum
ground subsidence
water and earth pressure
grouting
parameters