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The challenges of contract SBT1.1 "Tunnel Gloggnitz" / Die Herausforderungen des Bauloses SBT1.1 Tunnel Gloggnitz

Author(s):



Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 6, v. 8
Page(s): 554-567
DOI: 10.1002/geot.201500038
Abstract:

The second of the three tunnelling contract sections of the Semmering Base Tunnel is of comparable complexity to the first contract section SBT2.1. The geotechnical and hydrological conditions for sequential tunnelling are demanding and require extensive grouting and investigation measures in advance of the drives. The enormous extent of the construction works and the need to access parts of the running tunnels through an intermediate construction access are a logistical challenge. The construction time is also very ambitious. These circumstances had to be considered in the production of the tender documents.

Keywords:
grouting groutings call for tenders award criteria Semmering Base Tunnel construction logistics tender documents
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.201500038.
  • About this
    data sheet
  • Reference-ID
    10072784
  • Published on:
    29/01/2016
  • Last updated on:
    29/01/2016
 
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