Finite element simulations of failure modes in a gravel wedge placed on remoulded clay as foundation for an anchor block construction for the East Bridge of Storebælt Link.
Calculations carried out with the program ABAQUS.
Storebælt, Shear Transfer Through Gravel Wedge to Clay Interface
Location: Denmark, Storebælt Link, East Bridge
Client: A/S Storebæltsforbindelsen
Year: 1992
BridgesFoundation design