Relative Density of Backfilled Soil Material around Monopiles for Offshore Wind Turbines

Publikation: Forskning - peer reviewKonferenceartikel i proceeding

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The relative density of backfilled soil material around offshore monopiles is assessed through experimental testing in the Large Wave Channel (GWK) of the Coastal Research Centre (FZK) in Hannover. The relative density of the backfill material was found to vary between 65 and 80 %. The dependency of the relative density of backfill on the maximum pile bending moment is assessed through three-dimensional numerical modeling of a monopile foundation located at the offshore wind farm at Horns Reef, Denmark.
OriginalsprogEngelsk
TitelProceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference
Antal sider7
UdgiverInternational Society of Offshore & Polar Engineers
Udgivelsesdato2012
Sider177-183
ISBN (elektronisk)978-1-880653-94−4
StatusUdgivet

Konference

KonferenceInternational Offshore and Polar Engineering Conference
Nummer22
LandGrækenland
ByIxia, Rhodes
Periode17-06-1223-06-12
NavnInternational Offshore and Polar Engineering Conference. Proceedings
Nummer22
ISSN (Trykt)1098-6189

Emneord

  • Scour, Backfill, Piles, Offshore Wind Turbine, Experimental Testing, Numerical Modeling

ID: 60871998