Effect of jet-grouting on surface settlements above the Aeschertunnel, Switzerland

被引:41
作者
Coulter, S [1 ]
Martin, CD [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
soft-ground tunneling; numerical modelling; jet-grouting; surface settlements; volume loss; shear bands;
D O I
10.1016/j.tust.2005.07.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The Aeschertunnel is a large shallow non-circular tunnel that was excavated in glacial moraine and Molasse bedrock. In the sections, where the excavation was in the glacial moraine, the construction procedure included the use of a jet-grout arch ahead of the tunnel face for excavation support. Measurements taken during the jet-grouting process and the excavation of the tunnel heading Suggested a settlement trough much narrower than that observed using conventional NATM tunneling methods. The volume losses were limited to 0.35%, approximately the volume losses achieved with slurry shield and EPB TBM tunneling. A numerical back-analysis was performed on the surface settlements where jet-grouting was used. The back-analysis suggests that the narrow settlement trough results from localized shear bands that were induced by high pressures associated with the jet-grouting. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:542 / 553
页数:12
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