Comparison of Design Methods for Axially Loaded Driven Piles in Cohesionless Soil

Kristina Thomassen, Lars Vabbersgaard Andersen, Lars Bo Ibsen

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

Abstrakt

For offshore wind turbines on deeper waters, a jacket sub-structure supported by axially loaded piles is thought to be the most suitable solution. The design method recommended by API and two CPT-based design methods are compared for two uniform sand profiles. The analysis show great difference in the predictions of bearing capacities calculated by means of the three methods for piles loaded in both tension and compression. This implies that further analysis of the bearing capacity of axially loaded piles in sand should be conducted.
OriginalsprogEngelsk
TitelProceedings of the Twenty-second (2012) International Offshore and Polar Engineering Conference
Antal sider8
ForlagInternational Society of Offshore & Polar Engineers
Publikationsdato2012
Sider705-712
ISBN (Elektronisk)978-1-880653-94−4
StatusUdgivet - 2012
BegivenhedInternational Offshore and Polar Engineering Conference - Ixia, Rhodes, Grækenland
Varighed: 17 jun. 201223 jun. 2012
Konferencens nummer: 22

Konference

KonferenceInternational Offshore and Polar Engineering Conference
Nummer22
LandGrækenland
ByIxia, Rhodes
Periode17/06/201223/06/2012
NavnProceedings of the International Offshore and Polar Engineering Conference
Nummer22
ISSN1098-6189

Emneord

  • Piles
  • Capacity
  • Offshore
  • Sand

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