Bridges over railways | Hazebrouck | FR
Approximately 300 tonnes of U profile sheet piles were installed using hydraulic jacking techniques. This method minimised vibrations which enable sensitive SNCF electronic equipment (only one metre from the piled walls) to function during the construction process, and also limited possible safety hazards to personnel working in the vicinity of the tracks. Not only was this solution chosen on the grounds of safety, it was also found to be the most economic method of construction.
Two abutments were completed within two weeks and rail traffic was virtually uninterrupted; in fact the first wall of 54 steel sheet piles was jacked to an average depth of 8 metres in 5 working days, which included some temporary works.
The scheme was successfully completed on schedule and within budget, and complied with all quality and environmental requirements.
Project owner |
Ministère de l'Equipement, du Logement et du Tourisme | FR
SNCF - District of Hazebrouck | FR |
Main contractor |
Spie-Citra | Dunkirk | FR |
Steel sheet piles |
PU 20 | E 240 PU 25 | E 240 | 67 t PU 6 / PU 8 | E 240 | 12 t |
Quantity |
231 t |
First published:
Latest revision: 01/2019
Dernière modification : janvier 10, 2019