Lateral loading of tripod foundations in sand

E. Ozsu*, B. Teymur, M. Rouainia

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In offshore wind energy conversion projects, foundation costs form a significant portion of the overall cost of offshore wind farms. In this research, alternative foundations for offshore wind energy plants are reviewed and tripod pile foundations are investigated in detail. Tripod pile foundations are becoming important for offshore wind energy conversion systems, due to many advantages offered by tripod piles compared to other traditional foundation types such as monopiles and gravity bases. In this paper, the effects of pile angles and loading directions were examined by both 2D and 3D computer modelling analyses of 1/100 scale laboratory models under cyclic and static loadings. Numerical analysis and test results were compared and mainly a good agreement was observed.

Original languageEnglish
Title of host publicationPhysical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
PublisherCRC Press
Pages979-984
Number of pages6
ISBN (Print)9780415592901
DOIs
Publication statusPublished - 2010
Event7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010 - Zurich, Switzerland
Duration: 28 Jun 20101 Jul 2010

Publication series

NamePhysical Modelling in Geotechnics - Proceedings of the 7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
Volume2

Conference

Conference7th International Conference on Physical Modelling in Geotechnics 2010, ICPMG 2010
Country/TerritorySwitzerland
CityZurich
Period28/06/101/07/10

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