Comparison between two tunnel face stability calculation methods

被引：0

作者：

Mortier, H ^{[1
]}

Renault, E ^{[1
]}

Hintz, S ^{[1
]}

机构：

[1] Comol Tunnelbouw CFE, Dordrecht, Netherlands

来源：

(RE)CLAIMING THE UNDERGROUND SPACE, VOLS 1 AND 2, PROCEEDINGS | 2003年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper gives an overview of calculation results for tunnel face stability by using two different calculation methods and compares these results with. the applied confinement pressures during the first tunneldrive, with a slurry type TBM, in the Pannerdensch Canal Tunnel project. The settlements that occured during this process are evaluated in relation to the applied confinement pressures and the surrounding geotechnical circumstances.

引用

页码：987 / 989

页数：3