A CPT-based multi-spring model for lateral monopile analysis under SLS conditions in sand

Jacques Tott-Buswell*, Luke J. Prendergast, Kenneth Gavin

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

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Abstract

Monopiles are the most common Offshore Wind Turbine (OWT) foundations due to their simplicity in design, fabrication, and installation. However, large new-generation turbines have led to significant changes in monopile dimensions, necessitating extensive finite element analyses and ground investigations to meet design requirements. While Cone Penetration Test (CPT)-based p-y methods can analyse slender pile lateral behaviour, they often miss additional resistance mechanisms relevant to rigid monopiles. This paper introduces CPT-informed resistance mechanisms for monopiles to incorporate additional lateral resistances beyond p-y modelling capabilities. Distributed moment–rotation (m-θ) springs are defined by repurposing CPT-based axial capacity estimation methods for piles; and pile tip shear and moment springs are informed by approximating a residual bearing stress post-installation using local CPT qc values. The performance of the multi-spring model is appraised against data reported from monotonic pile pushover tests conducted at two sand sites. Results show that the multi-spring model is capable of predicting pile head deflections reasonably well within serviceability deflection limits against the reported test data, but ultimate failure loads cannot be predicted using the proposed model. A clear sensitivity in pile response to local variations in CPT qc is demonstrated.

Original languageEnglish
Article number116642
Number of pages11
JournalOcean Engineering
Volume293
DOIs
Publication statusPublished - 2024

Keywords

  • In-situ testing
  • Numerical modelling
  • Offshore engineering
  • Piles & piling
  • Soil–structure interaction

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