New Semmering Base Tunnel - the current state of tunnel design taking the newest investigation results into account
Author(s): |
J. Daller
A. Vigl O. K. Wagner |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2010, 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. |
Keywords: |
construction concepts construction scheme construction schedule intermediate starting point geotechnical design rock mass behaviour system behaviour shafts intermediate accesses
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Available from: | Refer to publisher |
Structures and Projects
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data sheet - Reference-ID
10063779 - Published on:
19/11/2010 - Last updated on:
13/08/2014