Design in tunnelling, structural design methods for the inner lining / Entwurf und Bemessung im Tunnelbau, statische Ansätze zur Bemessung der Innenschale
| Author(s): |
R. Stadelmann
A. Pfeffer Z. Q. Wei |
|---|---|
| Medium: | journal article |
| Language(s): | English, German |
| Published in: | Geomechanics and Tunnelling, 2009, n. 4, v. 2 |
| Page(s): | 359-368 |
| DOI: | 10.1002/geot.200900027 |
| Abstract: |
The following article deals with the design of the inner lining of the Gotthard Base Tunnel and the determination of the design loads. The determination of the loads is based on the geological conditions encountered and takes into account the installed support measures and the deformation, occurring. The observational method also makes a considerable contribution. Together with the criteria stated above, it proved possible to find a definition of the hazard scenarios and the resulting rock pressure in order to optimise the design of the inner lining. |
| Keywords: |
observational approach risk scenarios determination of loadings danger scenarios Gotthard Base Tunnel
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10063839 - Published on:
19/11/2010 - Last updated on:
13/08/2014
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