摘要
结合某基坑的工程地质情况,采用有限元软件建立了施工模型,通过数值模拟计算,分析了基坑开挖对城市轨道交通盾构隧道区间的影响,为后续工程的施工提供了依据。
Combining with the engineering geological condition of a foundation pit,this paper used the finite element software established the construction model,through the numerical simulation calculation,analyzed the influence of foundation pit excavation to urban rail shield tunnel interval,provided basis for subsequent engineering construction.
出处
《山西建筑》
2016年第11期188-189,共2页
Shanxi Architecture
关键词
基坑
盾构隧道
地铁区间
位移
foundation pit
shield tunnel
subway interval
displacement
