Oude Maas Railway Tunnel
HEIGHT: 9.83 m
WIDTH: 17.40 m excl toe 20.00 m incl toe
TOTAL IMMERSED LENGTH: 1050 m
DEPTH AT BOTTOM OF STRUCTURE: NAP- 23.00 m
WIDTH: 17.40 m excl toe 20.00 m incl toe
TOTAL IMMERSED LENGTH: 1050 m
DEPTH AT BOTTOM OF STRUCTURE: NAP- 23.00 m
Oude Maas River,
Netherlands
Rijkswaterstaat
Drechtse Steden (= Ballast Nedam Beton en Waterbouw, HBGCiviel (BAM), Strukton Betonbouw, Van Hattum en Blankevoort, Van Oord ACZ Waterbouw, Maasdiep
Drechtse Steden
150m
1050m
23m
Project construction
2005-04-30
7
2 tubes, each with one track, safety platforms at both sides
9.83m
17.40 m excl toe 20.00 m incl toe
To reduce air-pressure during train transit, the cross section is enlarged and at each shore 3
air-pressure reducing shafts with internal diameter of 8.30 m within a ground shaft are present.
Tolerance of +/- 0.75 mm during train transit was allowed
Large shear keys on rubber blocks in the walls to transfer loads and to limit differential
settlements
air-pressure reducing shafts with internal diameter of 8.30 m within a ground shaft are present.
Tolerance of +/- 0.75 mm during train transit was allowed
Large shear keys on rubber blocks in the walls to transfer loads and to limit differential
settlements
In Barendrecht dry dock the Oude Maas & Dordtsche Kil
elements were built simultaneously
The same formwork was used for both tunnels
elements were built simultaneously
The same formwork was used for both tunnels
Outfitting at construction dock
Tow over river of 5 km
Tow over river of 5 km
Very bad soil conditions, peat and clay
Only middle element in the river. Large soil surcharge at the shores
Only middle element in the river. Large soil surcharge at the shores
River sections by catamarans
Shore sections by hoisting beams placed on combiwall
Shore sections by hoisting beams placed on combiwall
Gina & Omega
Shear key in the walls
Shear key in the walls
Watertight concrete
Temporary foundation on tiles or piles
Sandflow foundation bed
3 months settlement period to cope with the tight criteria
Sandflow foundation bed
3 months settlement period to cope with the tight criteria
Shore part: sand
River part: small stone
River part: small stone
B35 & B45
Cooled concrete
Pre-stressing during transportation
Dutch design codes
Cooled concrete
Pre-stressing during transportation
Dutch design codes
Towing on its own keel Temporary water ballast inside