The use of open tunnel boring machines in squeezing rock in the Gotthard Base Tunnel / Einsatz von offenen Tunnelbohrmaschinen bei druckhaftem Gebirge im Gotthard Basistunnel
Author(s): |
J. Gollegger
A. Priller M. Rausch |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2009, n. 5, v. 2 |
Page(s): | 591-600 |
DOI: | 10.1002/geot.200900049 |
Abstract: |
In the Faido section of the Gotthard Base Tunnel (GBT), two open gripper tunnel boring machines (TBM) with a bored diameter of 9.4 m are each driving about 11 km of single-track tunnel. No extensive fault zones were expected in the entire section except for the Piora-Mulde. A special tunnel was driven to investigate the Piora-Mulde, from which investigation boreholes were drilled down to tunnel level. Because of the finding of sugar-grain dolomite, the tunnelling work was tendered by drilling and blasting as well as mechanically, but the tenders led to the award being based on TBM tunnelling. |
Keywords: |
ground characteristic curve support characteristic curve risk scenarios ground reaction curve back analyses
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Available from: | Refer to publisher |
Structures and Projects
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data sheet - Reference-ID
10063825 - Published on:
19/11/2010 - Last updated on:
13/08/2014