交通标准化Issue(18)：116-121,6.
地铁盾构隧道下穿既有构筑物沉降分析及对策
Subsidence and Countermeasures of Metro Shield Tunneling Underneath Existing Buildings
刘建新 1高劲松2
作者信息
- 1. 湖南株洲市政建设有限公司，湖南 株洲 412000
- 2. 中南大学，湖南 长沙 410075
- 折叠
摘要
Abstract
Based on a domestic engineering of metro shield tunneling underneath existing buildings, the article uses finite element analysis software Plaxis to simulate the whole process of shield tunnel excava-tion, analyzes the subsidence problems caused by the construction. The research result shows that:when tunneling underneath residential buildings, pile foundation will produce larger uneven settlement; when tunneling underneath boiler room, foundation settlement is beyond the control;there are significant risks in the process of tunneling construction successively under residential buildings and boiler room. Techni-cal measures during shield tunneling are put forward to control structure settlement effectively and achieve related safety requirements.关键词
地铁隧道/有限元/建筑桩基础/沉降Key words
subway tunnel/finite element/building pile foundation/subsidence分类
交通工程引用本文复制引用
刘建新,高劲松..地铁盾构隧道下穿既有构筑物沉降分析及对策[J].交通标准化,2014,(18):116-121,6.
