SBT – Tunnelling in challenging conditions: Approach to overcome a huge water inflow

Abstract An unexpected huge water inflow in one of the caverns of construction lot SBT1.1 of the Semmering Base Tunnel (SBT) triggered immediate emergency procedures to avoid a complete loss of access. The provision of safe construction conditions required the construction of large settlement basins underground to enable the temporary discharge of the water to the surface via approx. 250 m deep shafts. The final configuration of the underground structures needed to be adapted to meet the encountered conditions. Extensive preparation and injection works were caried out to create sound and safe conditions for the operational phase of the tunnel system. This was only possible by an open minded, solution oriented and common approach of all stakeholders involved in the project.

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Publication Details

Journal
Geomechanics and Tunnelling
Published
2026-04-01
DOI
https://doi.org/10.1002/geot.70088
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
0.00
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article

SBT – Tunnelling in challenging conditions: Approach to overcome a huge water inflow

Hannes Hauer, Michael Proprenter, Robert Holzer, Gerald Fellinger
Geomechanics and Tunnelling
Geotechnical Engineering and Analysis
article

SBT – Tunnelling in challenging conditions: Approach to overcome a huge water inflow

Hannes Hauer, Michael Proprenter, Robert Holzer, Gerald Fellinger
article en

Abstract

Abstract An unexpected huge water inflow in one of the caverns of construction lot SBT1.1 of the Semmering Base Tunnel (SBT) triggered immediate emergency procedures to avoid a complete loss of access. The provision of safe construction conditions required the construction of large settlement basins underground to enable the temporary discharge of the water to the surface via approx. 250 m deep shafts. The final configuration of the underground structures needed to be adapted to meet the encountered conditions. Extensive preparation and injection works were caried out to create sound and safe conditions for the operational phase of the tunnel system. This was only possible by an open minded, solution oriented and common approach of all stakeholders involved in the project.

Geomechanics and TunnellingVol. 19(2)
University of Salzburg (AT), Universität Innsbruck (AT), InfoConsult (Germany) (DE), IC Consulenten Ziviltechniker (Austria) (AT)
Clean water and sanitation
Openalex Percentile: Top 12%
Geotechnical Engineering and Analysis
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