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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):


Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , 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.
In the course of construction, a stretch some hundreds of metres long unexpectedly had to be bored through squeezing rock, where the temporary support was destroyed and the West TBM and backup almost became jammed. This article describes the experience from the mechanical tunnelling of the Faido section and then gives details about the intended support, the design of the TBM, the difficulties that arose and the experiences gained.

Keywords:
ground characteristic curve support characteristic curve risk scenarios ground reaction curve back analyses
Available from: Refer to publisher

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Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/geot.200900049.
  • About this
    data sheet
  • Reference-ID
    10063825
  • Published on:
    19/11/2010
  • Last updated on:
    13/08/2014
 
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