Centrifuge modelling of two-way axial cyclic response of screw piles for offshore wind

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Abstract

Screw piles have been proposed as an innovative silent foundations/anchor solution for offshore renewable energy applications such as fixed or floating wind. Such application requires a deeper understanding of the influence of increases pile size and offshore loading conditions on performance of screw piles. To date two-way axial cyclic response of screw piles has not received sufficient attention, which may be encountered in offshore jacket structures. This investigation conducted both one-way tensile and two-way cyclic loading tests on a screw pile designed for offshore wind turbines using a geotechnical centrifuge. The results suggest that, when the cyclic amplitude is the same, the two-way loading regime can lead to permanent displacement accumulation at a lower rate than that of the one-way loading case, although it may cause a softer post-cyclic monotonic tensile response.
Original languageEnglish
DOIs
Publication statusPublished - 2 Oct 2024
EventECPMG 2024: 5th European Conference on Physical Modelling in Geotechnics - Deltares, Delft, Netherlands
Duration: 2 Oct 20244 Oct 2024
Conference number: 5th
https://tc104-issmge.com/ecpmg-2024/

Conference

ConferenceECPMG 2024
Abbreviated titleECPMG 2024
Country/TerritoryNetherlands
CityDelft
Period2/10/244/10/24
Internet address

Keywords

  • screw pile
  • Screw anchor
  • cyclic loading
  • sand
  • installation effects

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Renewable Energy, Sustainability and the Environment

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