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Preliminary works for the new Semmering Base Tunnel - geotechnical monitoring of slope stabilization measures and earth retaining structures / Vorarbeiten für den Semmering-Basistunnel neu - geotechnisches Monitoring bei Hangsicherungen und Stützkonstruktionen

Author(s):


Medium: journal article
Language(s): English, German
Published in: Geomechanics and Tunnelling, , n. 4, v. 7
Page(s): 339-352
DOI: 10.1002/geot.201400028
Abstract:

In preparation for the construction of the new Semmering Base Tunnel, which will reach a length of 27.3 km, comprehensive preliminary measures had to be completed. As a part of Contract Section SBT2.3, several slope stabilization measures, as well as earth retaining structures and ramps using the reinforced earth method, were constructed. This contribution will give an overview of the construction measures, as well as of the systematic geotechnical monitoring that was implemented as part of the geotechnical safety management program.
Für den 27,3 km langen Semmering-Basistunnel neu wurden umfangreiche vorbereitende Maßnahmen ausgeführt. Im Baulos SBT2.3 wurden neben einer Vielzahl an Böschungs- und Hangsicherungsmaßnahmen auch Stützkonstruktionen und Rampen in Bewehrte-Erde-Bauweise errichtet. Der vorliegende Beitrag bietet einen Überblick über die Baumaßnahmen und das systematische geotechnische Monitoring, das im Rahmen des geotechnischen Sicherheitsmanagement ausgeführt wurde.

Keywords:
geotechnical safety management reinforced earth method Longsgraben valley landfill
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.201400028.
  • About this
    data sheet
  • Reference-ID
    10070398
  • Published on:
    18/08/2014
  • Last updated on:
    09/12/2014
 
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