Physical Modelling of Large Diameter Piles in Coarse-Grained Soil

K. T. Brødbæk, Anders Hust Augustesen, M. Møller, Søren Peder Hyldal Sørensen

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

    Abstrakt

    Monopiles are an often-used foundation concept for offshore wind turbine converters. These piles are highly subjected to lateral loads and overturning bending moments due to wind and wave forces. To ensure enough stiffness of the foundation and an acceptable pile-head deflection, monopiles with diameters of 4 to 6 m are typically employed. In current practice these piles are traditionally designed by means of the p-y curve method although the method is developed and verified for slender piles in sand with diameters up to approximately 2 m. One of the limitations of the p-y curves used in current design (e.g. [1] and [2]) is the effects of diameter on the initial part of the p-y curves. This part is especially important in connection with the serviceability limit state and fatigue. The effects of diameter on the p-y curves can be investigated by means of either numerical analyses or physical modelling (large- or small-scale). This paper investigates the effects of diameter on the initial part of the p-y curves by small-scale testing. A new and innovative test setup is presented. In order to minimize scale effects the tests are successfully carried out in a pressure tank enabling the possibility of increasing the effective stresses. The test setup is thoroughly described in the paper. Two non-slender aluminium pipe piles subjected to lateral loads have been tested in the laboratory. The piles are heavily instrumented with strain gauges in order to obtain p-y curves, displacement and bending moment distributions along the pile.
    OriginalsprogEngelsk
    TitelGeotechnical Engineering: New Horizons : Proceedings of the 21st European Young Geotechnical Engineers' Conference Rotterdam 2011
    RedaktørerF. B. J. Barends, J. Breedeveld, R. B. J. Brinkgreve, M. Korff, L. A. van Paassen
    Antal sider6
    Vol/bind0
    UdgivelsesstedDelft
    ForlagIOS Press
    Publikationsdato2011
    Udgave2011
    Sider69-74
    ISBN (Trykt)978-1-60750-807-6
    DOI
    StatusUdgivet - 2011
    BegivenhedThe 21st European Young Geotechnical Engineers Conference (EYGEC 2011) - Rotterdam, Holland
    Varighed: 5 sep. 20117 sep. 2011

    Konference

    KonferenceThe 21st European Young Geotechnical Engineers Conference (EYGEC 2011)
    LandHolland
    ByRotterdam
    Periode05/09/201107/09/2011

    Emneord

    • Large-Diameter Piles
    • Lateral Load
    • Laboratory Tests
    • Pressure Tank
    • P-Y Curves
    • Cohesionless Soil

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