Tunnel

The Fort Pitt bridge in Pennsylvania.
The Fort Pitt bridge in Pennsylvania.
Fort Pitt bridge elevation drawing.
Fort Pitt bridge elevation drawing.
Sideways view of the Fort Pitt bridge.
Sideways view of the Fort Pitt bridge.
Coming out of the Fort Pitt tunnel.
Exterior view of the Fort Pitt tunnel.
A side view of the Fort Pitt bridge.
A side view of the Fort Pitt bridge.
View of downtown Pittsburgh and the Point from Mt. Washington across the Monongahela River. Fort Pit
View of downtown Pittsburgh and the Point from Mt. Washington across the Monongahela River. Fort Pitt Bridge is in the right foreground.

Spools of wire ropes that run along the length of the underside of the jacked tunnel sections, provi
Spools of wire ropes run along the length of the underside of the jacked tunnel sections, providing lubrication as the concrete boxes move ahead.
Equipment inside the tunnel box during jacking.
Equipment inside the tunnel box during jacking.
Tunnel jacking pit near South Station, looking east. Here westbound lanes of I-90 will be pushed or
Tunnel jacking pit near South Station, looking east. Here westbound lanes of I-90 will be pushed or jacked beneath railroad tracks (train passing at top).
Tunnel box for I-90 eastbound under construction in a jacking pit near South Station.
Tunnel box for I-90 eastbound under construction in a jacking pit near South Station.
Grinding mechanism of an excavator called a "road header," which chews through frozen soil at the fa
Grinding mechanism of an excavator called a "road header" that chews through frozen soil at the face of jacked tunnel sections under railroad tracks near South Station.
Temporary beams supporting the elevated Central Artery at Causeway Street in downtown Boston.
Temporary beams supporting the elevated Central Artery at Causeway Street in downtown Boston.
Road header machine grinding away soil beneath South Station railroad tracks.
Road header machine grinding away soil beneath South Station railroad tracks.


In November 1997 building started on a 6.6km tunnel underneath the Westerschelde in Zeeland, the Netherlands.

The soil in the area is made from soft Boom clay stratum and therefore the construction of tunnels is very difficult.

The two twin-tunnels run 12m apart, they have 11.3m mixshields in the outside diameter, and each will have two 3.5m wide lanes for traffic.

With an estimated cost (excluding tax) of €726 million (Guilders 1.6 billion), the Westerschelde Tunnel is important in that it is the first engineering structure designed in a fundamentally correct way on the basis of an expected service life of 100 years.

The Westerschelde tunnel boring machines (TBM) worked for 24 hours a day, six days a week to meet construction targets.

Inside the 8m cylinder hydro shield under the Westerschelde.

One of the 53,000 concrete lining segments being put in place.

Schöma have provided underground wagons and locomotives for transporting people and equipment to the site.


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