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, more
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| Keyword |
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| Author keywords |
design; field instrumentation; model tests; offshore engineering; piles& piling; soil/structure interaction |
| Authors | | Top |
- Burd, H.J.
- Beuckelaers, W.J.A.P., more
- Byrne, B.W.
- Gavin, K.G.
- Houlsby, G.T.
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- Igoe, D.J.P.
- Jardine, R.J.
- Martin, C.M.
- McAdam, R.A.
- Wood, A.M.
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- Potts, D.M.
- Gretlund, J.S.
- Taborda, D.M.G.
- Zdravkovic, L.
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| 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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