A method for identification of an effective Winkler foundation for large-diameter offshore wind turbine support structures based on in-situ measured small-strain soil response and 3D modelling

Author:

Versteijlen W.G.,Metrikine A.V.,van Dalen K.N.

Funder

Dutch government

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Optimization of monopiles for offshore wind turbines;Kallehave;Philos Trans R Soc – A,2015

2. Offshore Standard DNV-OS-J101. Design of offshore wind turbine structures, October 2010.

3. Correlations for design of laterally loaded piles in soft clay;Matlock,1970

4. O’Neill M, Murchinson J. Fan evaluation of p-y relationships in sands, Tech. rep. A report to the American Petroleum Institute; 1983.

5. Effects of soil–structure interaction on real time dynamic response of offshore wind turbines on monopiles;Damgaard;Eng Struct,2014

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