Friction effects on lateral loading behavior of rigid piles

Publication: Research - peer-reviewArticle in proceedings – Annual report year: 2012

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The adequacy of the p -y curves used in the current practice for the design of rigid pile foundations with large diameter, like in the case of monopile foundations of offshore wind turbines, has been widely questioned. The current study aims at analyzing the lateral behavior of rigid piles, while taking into account the shear frictional resistance along the pile. For this purpose efficient three dimensional finite element models of different diameter have been developed. The increase of the side friction and of the diameter of the pile is shown to alter the failure pattern and increase the lateral capacity of the pile. The obtained p - y curves demonstrate the importance of the aforementioned parameters in the design of rigid piles, as the reduction of friction along the interface reduces not only the ultimate load but also the stiffness of the soil-pile response.

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Original languageEnglish
Title of host publicationGeoCongress 2012 : State of the Art and Practice in Geotechnical Engineering
Publication date2012
ISBN (print)978-0-7844-1212-1
StatePublished - 2012
EventGeoCongress 2012 - Oakland, United States


ConferenceGeoCongress 2012
CountryUnited States
Internet address
CitationsWeb of Science® Times Cited: No match on DOI


  • Friction, Lateral loads, Piles
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ID: 9891671