Centrifuge benchmark testing of laterally loaded monopiles in sand

Conference paper (2020)

Authors

Britta Bienen University of Western Australia
R.T. Klinkvort Norwegian Geotechnical Institute
S Fan University of Western Australia
J. Black University of Sheffield
S. Bayton Norwegian Geotechnical Institute
L Thorel Institut Francais des Sciences et Technologies des Transports (IFSTTAR)
G.S.P. Madabhushi University of Cambridge
A. Askarinejad Geo-engineering - CEG
Q. Li Geo-engineering - CEG
More Authors More Authors External organisation
Research Group
Geo-engineering (CEG) (TU Delft)
Copyright: © 2020 Britta Bienen, R.T. Klinkvort, S. Fan, J. Black, S. Bayton, L. Thorel, G.S.P. Madabhushi, A. Askarinejad, Q. Li, More Authors
Sand Monopiles Centrifuge Offshore Wind turbines
More Info
expand_more

Published Date

2020

Language

English

Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Faculty

Civil Engineering & Geosciences

Department

Geoscience and Engineering

Research Group

Geo-engineering

Abstract

The large diameter monopile is a commonly used foundation concept for offshore wind turbines. The advantages of geometrical simplicity and reliable performance make it often the most attractive solution. Despite the concept’s high popularity, optimisation of the current design models can still be made. To address fundamental understanding of modelling effects in centrifuge testing of laterally loaded monopiles in sand, a large coordinated centrifuge-testing program across 11 different centrifuge centres worldwide is ongoing. This extended abstract presents the initial results of global benchmark testing.