Effect of jet-grouting on surface settlements above the Aeschertunnel, Switzerland |
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Authors: | S. Coulter C.D. Martin |
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Affiliation: | aDepartment of Civil and Environmental Engineering, University of Alberta, Edmonton, Alta., Canada T6G 2W2 |
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Abstract: | 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. |
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Keywords: | Soft-ground tunneling Numerical modelling Jet-grouting Surface settlements Volume loss Shear bands |
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