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Tunnelkette Perschling - Reiserbergtunnel and Stierschweiffeldtunnel

TBM Success under Difficult Ground Conditions

Author(s):



Medium: journal article
Language(s): English
Published in: Geomechanik und Tunnelbau, , n. 6, v. 1
Page(s): 567-575
DOI: 10.1002/geot.200800061
Abstract:

Due to the very difficult geological conditions and the partly low overburden the TBM drives of the "Tunnelkette Perschling" have been a challenge for the persons involved in the project. This paper is a report on the experiences and conclusions gained from two of the three driven tunnels. It deals with the unexpected major occurrences and the related solutions as well as with the adjustment of the concept for backfilling the annular gap in order to achieve sufficient stabilization of the segmental tunnel lining under all conditions encountered.

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Structures and Projects

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.200800061.
  • About this
    data sheet
  • Reference-ID
    10031999
  • Published on:
    20/01/2009
  • Last updated on:
    01/12/2018
 
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