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.
Germany, EnBW Wind Park Baltic 2
Location: Germany
Client: EnBW Erneuerbare Energien GmbH
Year: 2010
International geotechnical workPile foundationsWind turbine foundations