Øresund Link, Theoretical Analysis of Immersed Tunnel Support

Theoretical back-calculation analysis to provide characteristic soil properties for soft and stiff soil layers (gravel cushion) supporting the immersed tunnel and to establish reaction distributions on a tunnel section related to inhomogeneous tunnel support.

Calculations carried out with the program BEAM.

Location: Denmark, The Øresund Link

Client: Øresund Konsortiet, Copenhagen

Year: 1994