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New data analysis methods for instrumented medium-scale monopile field tests
Burd, H.J.; Beuckelaers, W.J.A.P.; Byrne, B.W.; Gavin, K.G.; Houlsby, G.T.; Igoe, D.J.P.; Jardine, R.J.; Martin, C.M.; McAdam, R.A.; Wood, A.M.; Potts, D.M.; Gretlund, J.S.; Taborda, D.M.G.; Zdravkovic, L. (2020). New data analysis methods for instrumented medium-scale monopile field tests. Geotechnique 70(11): 961-969. https://hdl.handle.net/10.1680/jgeot.18.PISA.002
In: Geotechnique: the international journal of soil mechanics. Institution of Civil Engineers: London. ISSN 0016-8505; e-ISSN 1751-7656, meer
Peer reviewed article  

Beschikbaar in  Auteurs 

Trefwoord
    Marien/Kust
Author keywords
    design; field instrumentation; model tests; offshore engineering; piles& piling; soil/structure interaction

Auteurs  Top 
  • Burd, H.J.
  • Beuckelaers, W.J.A.P., meer
  • Byrne, B.W.
  • Gavin, K.G.
  • Houlsby, G.T.
  • Igoe, D.J.P.
  • Jardine, R.J.
  • Martin, C.M.
  • McAdam, R.A.
  • Wood, A.M.
  • Potts, D.M.
  • Gretlund, J.S.
  • Taborda, D.M.G.
  • Zdravkovic, L.

Abstract
    The PISA Joint Industry Research Project was concerned with the development of improved design methods for monopile foundations in offshore wind applications. PISA involved large-scale pile tests in overconsolidated glacial till at Cowden, north-east England, and in dense, normally consolidated marine sand at Dunkirk, northern France. This paper describes the experimental set-up for pile testing, with unique features of load-application mechanisms and built-in fibre optic strain gauges. New procedures are described for the interpretation of pile loading data, and specifically for providing precise interpretation of pile displacements.

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