Foundation design

Rødsand 2 Offshore Wind Farm

Responsible for geotechnical interpretation of soil investigation, establishment of geotechnical design basis and detailed geotechnical design of gravity foundations for wind turbines at three pro ...

Client: E. ON Wind, Sweden

Years: 2008 - 2009

Assessment of settlementsCertificationDesign basisFoundation designWind turbine foundations

Scotland, Beatrice Offshore Wind Farm.

Consultant for Grontmij, UK. Responsible for establishing a preliminary geotechnical site assessment and preliminary design basis for conceptual design of gravity based foundations (GBS) for wind ...

Client: Skanska, Scotland (Tender for SSE Renewables)

Year: 2013

Assessment of settlementsDesign basisFoundation designInternational geotechnical workWind turbine foundations

Skjold, CFEM-rig Assessment

Penetration predictions of spud cans by finite element analysis on stratified soil profiles with very soft clay deposits (large strains). Elimination of punch-through risk by use of modified mesh ...

Client: Mærsk Olie og Gas A/S, Copenhagen

Year: 1995

Assessment of settlementsFoundation design

Sleipner B, Breakout Predictions of a Suction Pile

Simulation on penetration resistance and static breakout capacity for a suction model pile tested in situ.

Client: Statoil, Norway

Year: 1992

Foundation designOil industry

Storebælt - East Bridge, Sliding Tests Modelled by Finite Element Calculations

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

Client: A/S Storebæltsforbindelsen

Year: 1991

BridgesFoundation design

Storebælt, East Bridge, Pier Footings in Torsion

Computer simulation of bearing capacity of pier footings in torsion.

Client: A/S Storebæltsforbindelsen

Year: 1990

BridgesFoundation design

Storebælt, Impact Effects on Bridge Piers

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

Client: A/S Storebæltsforbindelsen

Year: 1990

BridgesFoundation design

Storebælt, Shear Transfer Through Gravel Wedge to Clay Interface

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

BridgesFoundation design

Svend Field Development, Suction Bucket Foundation

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

Foundation designOil industryPile foundations

Sweden, Fladen Grund Offshore Wind Farm

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

Foundation designInternational geotechnical workPile foundationsWind turbine foundations