ArcelorMittal → Applications → Études de cas – en ligne → Lock: replacement of the existing old retaining wall | Kleinmachnow | DE

Lock: replacement of the existing old retaining wall | Kleinmachnow | DE

The stability of the old cantilever sheet pile wall of the access basin to the Kleinmachnow lock was at risk. A land slide caused by the measured movement of the structure would engender major obstructions of the lock’s northern chamber.

The existing old retaining wall was therefore replaced by an 111 m long sheet pile wall consisting of 15.5 to 16.5 m long AZ 28 sheet piles in steel grade S 355 GP.

The AZ-piles were installed with a hydraulic press to avoid noise and vibrations.

 
Project owner
Wasserstrassenneubauamt Berlin | DE
Consulting engineer
Wasserstrassenneubauamt Berlin | DE
Main contractor
Firma Bunte (Marine construction department) | Oranienburg | DE
Steel sheet piles
AZ 28 | S 355 GP | 15.5 - 16.5 m
Quantity
291 t
 
First published: 

Latest revision: 01/2019
Dernière modification : janvier 10, 2019