0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

New Semmering Base Tunnel - the current state of tunnel design taking the newest investigation results into account

Author(s):


Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 2, v. 3
Page(s): 130-141
DOI: 10.1002/geot.201000012
Abstract:

As result of the two-year route selection process, the southernmost variant Pfaffensattel was chosen in April 2008 as the best variant for the New Semmering Base Tunnel, which run from Gloggnitz to the Mürzzuschlag-Langenwang area, and the route has since been optimised for design through a detailed programme of investigations. As a result of this, the final route of the tunnel was fixed in autumn 2009. All design work for the partially concentrated approvals process are now based on this route.
This article is concerned with the essential technical tunnel construction aspects of the design to be handed in for approval, above all the construction concept and the procedure for geotechnical design to be used as a basis. At the time of writing this article, the final evaluation of the geomechanical and hydrogeological investigations and the geotechnical design are still underway.

Keywords:
construction concepts construction scheme construction schedule intermediate starting point geotechnical design rock mass behaviour system behaviour shafts intermediate accesses
Available from: Refer to publisher

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.201000012.
  • About this
    data sheet
  • Reference-ID
    10063779
  • Published on:
    19/11/2010
  • Last updated on:
    13/08/2014
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine