摘要
针对宁波软土地区在刚建成盾构隧道结构上方进行基坑开挖的工程实例,采用三维有限元数值模拟和残余应力法,计算分析基坑开挖施工对已建盾构隧道结构的影响。分析坑底加固措施对控制基坑隆起及盾构隧道上浮的作用,同时在上部基坑施工过程中,对刚建成的隧道进行变形监测,并对监测数据进行分析,认为坑底加固有利于提高坑底土体的抗隆起稳定性,可保证基坑的安全。
In terms of a real project of foundation pit excavating over a built shield tunnel structure in Ningbo city, 3D finite element method and residual stress method are used to study the influence of foundation pit excavation on the uplift of the shield tunnel. The mechanics of different consolidation methods to control the foundation deformation and shield tunnel uplift are analyzed mainly. The deformation monitoring of the newly built tunnel is carried out and the monitoring data is analyzed at the same time during the construction process of the upper pit. The research can provide a certain reference for similar projects in the future.
出处
《都市快轨交通》
北大核心
2014年第4期93-96,100,共5页
Urban Rapid Rail Transit
关键词
城市轨道交通
基坑
盾构隧道
变形
上浮
宁波地铁
urban rail transit
foundation pit
shield tunnel
deformation
uplift
Ningbo Metro
