Projekter

Consultant for ATKINS. Design of a track switch by extension of a single railway track to two railway tracks at Spikkestad Station. Embankment constructed of lightweight fill. Stability analyses ( ...

Client: Jernbaneverket, Norway

Year: 2012

Large scale model tests to estimate sliding resistance of remoulded clay till and corresponding verification by computer simulations.

Client: A/S Storebæltsforbindelsen

Year: 1991

Analytical and numerical analysis of face stability in till of a tunnel front. Elastic-plastic state combined with seepage.

Client: A/S Storebæltsforbindelsen

Year: 1993

Computer simulation of bearing capacity of pier footings in torsion.

Client: A/S Storebæltsforbindelsen

Year: 1990

Assessment of the displacements of pier footings exposed to ship impact.

Client: A/S Storebæltsforbindelsen

Year: 1990

Finite element calculations of the net water inflow to a open tunnel front.

Client: A/S Storebæltsforbindelsen

Year: 1991

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.

Client: A/S Storebæltsforbindelsen

Year: 1992

Pre-engineering studies for a Tripod Star Platform on Suction Bucket Foundations. Numerical analysis of the behaviour of a bucket foundation subjected to cyclic loading. Evaluation of the break-ou ...

Client: Maersk Olie og Gas AS, Esbjerg

Year: 1993

Development of a new calculation model for design of laterally loaded piles situated on a slope.

Client: Danish Road Directorate, Ministry of Transport

Year: 2006

Assessment of foundation conditions for wind turbines to be placed offshore Varberg in the Eastern Sea. Conceptual design of a tripod foundation supported by under-reamed piles.

Client: Göteborg Energy AB

Year: 2001