Design of the maritime structures for the Al-Sabah Causeway

A set of physical models in the framework of the Sheikh Jaber Al-Ahmad Al-Sabah Causeway Project – Main Link.

Context

Al-Sabah Causeway (Kuwait) - Client: HYUNDAI - Scale for the models: 1:15 to 1:37

Artist view of the Al-Sabah causeway

The Kuwaiti Ministry of Public Works wished to build a road connecting the north and south sides of the country, spanning the bay of Kuwait. The main section of this causeway is composed of a 27 km-long bridge and two man-made islands, and Artelia was commissioned to design its maritime structures..

To design the structures, eight 2D and 3D models were built at Artelia’s laboratory and used to address the various issues encountered.

The modelling studies performed

Examination of the stability and overtopping of the breakwaters protecting the land reclaimed for the causeway       

  • Five 2D models to study stability and overtopping of the rubble-mound breakwaters, at a scale of 1:15

Protection of the reclaimed area in a wave flume | Artelia Hydraulics
Protection of the reclaimed area in a wave flume (2D)

  • One 3D model to study stability and overtopping at a scale of 1:20 under various incident wave conditions.

Protection of the North reclaimed area in a wave tank | Artelia Hydraulics
Protection of the North reclaimed area in a wave tank (3D)

3D model of the protection of the North reclaimed area | Artelia Hydraulics
3D model of the protection of the North reclaimed area

Quantification of scour around the bridge piers | Artelia Hydraulics
Quantification of scour around the bridge piers

Quantification of scour around the bridge piers

Two movable-bed models in the presence of waves and currents (scales 1:20 and 1:37).

Testing of anti-scour footings | Artelia Hydraulics
Testing of anti-scour footings

 

Contribution of the model studies

The in situ conditions and the defences were reproduced at a small scale to validate the dimensional design and make any improvements required. Wave overtopping and stability of the defences were estimated around the perimeter of the man-made islands and at the landward end of the bridge, by simulating waves from various directions. Lastly, the stability of the sea bed and the defences at the base of the bridge piers were studied under the combined action of waves and currents.