Germany, EnBW Wind Park Baltic 2

Consultant for GMCB. Second opinion on skin friction and tip resistance in chalk for driven open-ended tubular steel piles supporting jacket structures for offshore wind turbines. Strength parameters derived from CTP tests. Assessment of potential for cyclic degradation.

Location: Germany

Client: EnBW Erneuerbare Energien GmbH

Year: 2010

International geotechnical workPile foundationsWind turbine foundations