Computer simulation of bearing capacity of pier footings in torsion.
Calculations carried out with the software packages: FIN_2D, FIN_2Q and TORQHM.
Storebælt, East Bridge, Pier Footings in Torsion
Location: Denmark, Storebælt, East Bridge
Client: A/S Storebæltsforbindelsen
Year: 1990
BridgesFoundation design