Two-layer lining for ÖBB railway tunnel projects with TBM / Ein- und zweischalige Auskleidung bei Tunnelbauprojekten der ÖBB mit kontinuierlichem Vortrieb
Author(s): |
Günter Strappler
Alois Vigl Rudolf Scheutz |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2012, n. 1, v. 5 |
Page(s): | 72-88 |
DOI: | 10.1002/geot.201200005 |
Abstract: |
In the last 15 years, a number of transport tunnels for Austrian Railways ÖBB have been tendered for mechanised tunnelling by TBM and some have already been completed. The question whether to use one or two layers of lining was considered on practically all these projects. This either led to a decision which system to tender, or else the two alternatives were held to be equally suitable and the decision was left to market forces. These fundamental considerations about the lining system normally involved a systematic comparison and evaluation of the features of each system regarding the structural system (actions and resistance), serviceability (waterproofing, durability), the properties during and after a fire and operational and maintenance considerations. |
Keywords: |
standard cross sections basic requirements system evaluation flow diagram
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Available from: | Refer to publisher |
Structures and Projects
- About this
data sheet - Reference-ID
10066994 - Published on:
05/09/2012 - Last updated on:
13/08/2014