SBT – Refurbishment of a collapse in erosion‐prone rock mass

Abstract The Auebach Valley is the morphological expression of one of the main fault systems in the Semmering area. The varying lithological composition of erosion‐prone fault rock and groundwater‐bearing carbonates poses challenges for design and construction. In difficult conditions, overlapping exploratory drillings in front of tunnel drive are essential to improve the geological‐hydrogeological model and to assess geotechnical risks. However, under the prevailing geological‐hydrogeological conditions, the drilling methods reached their limits. Despite the ongoing exploration and concluding risk assessment, a very large‐scale water and ground inflow with subsequent tunnel face collapse and development of a sinkhole on the surface could not be prevented. The article outlines the reasons for the occurrence and the formulation of methods to deal with the issue. It addresses geological‐geotechnical analyses of the incident and explores the limitations of geotechnical surveillance in complex heterogeneous rock masses. Finally, an evaluation of the costs associated with managing the incident is conducted.

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Publication Details

Journal
Geomechanics and Tunnelling
Published
2026-04-01
DOI
https://doi.org/10.1002/geot.70079
Primary Topic
Tunneling and Rock Mechanics
Type
article
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article

SBT – Refurbishment of a collapse in erosion‐prone rock mass

Zafer Ekici, Robert Holzer, Gerald Fellinger
Geomechanics and Tunnelling
Tunneling and Rock Mechanics
article

SBT – Refurbishment of a collapse in erosion‐prone rock mass

Zafer Ekici, Robert Holzer, Gerald Fellinger
article en

Abstract

Abstract The Auebach Valley is the morphological expression of one of the main fault systems in the Semmering area. The varying lithological composition of erosion‐prone fault rock and groundwater‐bearing carbonates poses challenges for design and construction. In difficult conditions, overlapping exploratory drillings in front of tunnel drive are essential to improve the geological‐hydrogeological model and to assess geotechnical risks. However, under the prevailing geological‐hydrogeological conditions, the drilling methods reached their limits. Despite the ongoing exploration and concluding risk assessment, a very large‐scale water and ground inflow with subsequent tunnel face collapse and development of a sinkhole on the surface could not be prevented. The article outlines the reasons for the occurrence and the formulation of methods to deal with the issue. It addresses geological‐geotechnical analyses of the incident and explores the limitations of geotechnical surveillance in complex heterogeneous rock masses. Finally, an evaluation of the costs associated with managing the incident is conducted.

Geomechanics and TunnellingVol. 19(2)
University of Salzburg (AT), InfoConsult (Germany) (DE), Shanghai Tunnel Engineering (China) (CN)
Sustainable cities and communities
Openalex Percentile: Top 19%
Tunneling and Rock Mechanics
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SBT – Refurbishment of a collapse in erosion‐prone rock mass — Zafer Ekici, Robert Holzer, et al. · Geomechanics and Tunnelling (2026) | TGRS Research Map | TGRS