结构工程师2011，Vol.27Issue(4)：109-114,6.
盾构隧道双层衬砌效果的离心模型试验研究
Centrifuge Modelling on Double Lining of Shield Tunnels
王俊淞 1马险峰 1李削云2
作者信息
- 1. 同济大学地下建筑与工程系,上海200092
- 2. 同济大学岩土及地下工程教育部重点实验室,上海200092
- 折叠
摘要
Abstract
At present, most of highway and metro shield tunnels in our country use single segment lining. For improving bending stiffness, some tunnels use additional secondary lining. But the increase of the selfweight will influence the settlement of the tunnel. This paper simulates the double lining using centrifuge model tests, and studies the relations between the double lining and the deformation of the tunnel. The single lining was also studied in the test.关键词
盾构隧道/双层衬砌/离心模型试验Key words
shield tunnel/double lining/centrifuge model引用本文复制引用
王俊淞,马险峰,李削云..盾构隧道双层衬砌效果的离心模型试验研究[J].结构工程师,2011,27(4):109-114,6.
