Introduction | Excavations | Cross Section | Construction | Concrete Construction | Other Issues | Transport-Installation | Gravel Filling | Quay Walls | Equipment Performance
 

MODE OF CROSS SECTION FOUNDATION

Following studies carried out by the manufacturing company and according to the suggestion made by Professor Gazetas, it was decided to excavate at a depth of -20.00 m. Thus, all the initial liquefiable sand is removed and the problem of liquefaction occurs only locally.
The seating of the box caissons is done on a riprap prism, 0.10 to 100 kg gradation. The diving group spreads a fine-grained material on the prism crest for the formation of a flat uniform surface.
As scheduled, a relief prism made of 20-100 kg riprap is to be constructed behind the quay wall, followed by landfills for the construction of the artificial island.
Prior to the placing of the box caissons, it is scheduled to place artificial foot blocks measuring 4.5 X 3.0 X 0.30 m. The 0.30-m local reduction in effective depth has no impact on the car ferries.

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Excavation cross-section

   

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