PASSING VESSEL AND TIDAL FLOW IMPACTS ON SUBMERGED TUNNEL ELEMENTS DURING INSTALLATION

A number of numerical and physical model studies were used to assist in the design and future construction of the Oosterweel tunnel Project at Antwerp, Belgium. The tunnel will consist of 8 tunnel elements, to be immersed in water depths of up to 30m with ebb and flood tidal currents up to 2m/s. The design of the immersion and mooring systems are therefore a crucial part of the installation as well as understanding the effects of passing vessel on it, whilst in a temporary state before final back fill. The studies investigate the different hydraulic load cases on various tunnel elements (TEs) during and post immersion. The TEs will be placed starting from the Southern bank of the River Scheldt (Linkeroever) with elements suspended from catamaran pontoons during installation process.

Authors

Publication Details

Journal
Coastal Engineering Proceedings
Published
2025-05-29
DOI
https://doi.org/10.9753/icce.v38.structures.53
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

PASSING VESSEL AND TIDAL FLOW IMPACTS ON SUBMERGED TUNNEL ELEMENTS DURING INSTALLATION

Boudewijn Decrop, John Alderson, T. Cornu, Henry Cruickshank
Coastal Engineering Proceedings
Geotechnical Engineering and Underground Structures
article

PASSING VESSEL AND TIDAL FLOW IMPACTS ON SUBMERGED TUNNEL ELEMENTS DURING INSTALLATION

Boudewijn Decrop, John Alderson, T. Cornu, Henry Cruickshank
article en

Abstract

A number of numerical and physical model studies were used to assist in the design and future construction of the Oosterweel tunnel Project at Antwerp, Belgium. The tunnel will consist of 8 tunnel elements, to be immersed in water depths of up to 30m with ebb and flood tidal currents up to 2m/s. The design of the immersion and mooring systems are therefore a crucial part of the installation as well as understanding the effects of passing vessel on it, whilst in a temporary state before final back fill. The studies investigate the different hydraulic load cases on various tunnel elements (TEs) during and post immersion. The TEs will be placed starting from the Southern bank of the River Scheldt (Linkeroever) with elements suspended from catamaran pontoons during installation process.

Coastal Engineering Proceedings(38)
Openalex Percentile: Top 69%
Geotechnical Engineering and Underground Structures
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