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3D foundation model library

Løkke, Arnkjell; Page, Ana M.; Skau, Kristoffer S.
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URI
http://hdl.handle.net/11250/2591741
Date
2018-11-07
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  • NGI report [227]
Abstract
The REDWIN project (REDucing cost of offshore WINd by integrated structural and

geotechnical design) is a 4-year research project, funded primarily by the Research

Council of Norway (NFR) through the ENERGIX program, with the objective of

reducing the cost in offshore wind turbine (OWT) design by developing new engineering

tools that enable more accurate representation of soil and foundation behaviour in

integrated analysis of these structures. One of the main outputs of the project is a library

of new soil-foundation models for shallow (e.g. bucket foundations) and deep

foundations (e.g. monopiles) for time-domain dynamic analysis of OWTs, that can be

implemented in integrated analysis tools through standardized interfaces. The input to

the foundation models are simple and intuitive nonlinear load-displacement curves that

represent the foundation (pile or caisson) and soil response. The new models overcome

several of the limitations inherent in existing foundation design tools and allow

designers to adopt accurate, advanced, and validated foundation models in all phases of

OWT design.

This report presents an overview of the development and main features of the new soilfoundation

models, outlines the required input to the models and how to obtain this input,

and describes how the models can be implemented with software for integrated analyses

of OWTs. The details of the mathematical formulation of the foundation models have

been published in a series of journal papers (available on the REDWIN project website)

and are therefore not included in this report.

The new foundation models described in this report are freely available for use in

research and engineering projects with proper reference, and can be obtained via the

REDWIN project website: https://www.ngi.no/eng/Projects/REDWIN
Publisher
Norges Geotekniske Institutt
Series
NGI Rapport;20150014-11-R

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