A new study on the behavior of pile groups using settlement based design approach

Ozan Alver, Gürkan Özden

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

Abstract

In this study, effects of pile length and number of piles on settlement behaviour of pile groups are investigated. It is shown that the settlement of a pile group becomes independent from the number of piles beyond a certain point. Effect of pile length on settlement behaviour of the example foundation is also investigated. It is indicated that the settlement behaviour is becoming more effective in case the pile is longer. Besides, a relationship for group efficiency coefficient is suggested for estimating stiffness of a pile group using single pile stiffness by considering the interaction among piles and non-linear behaviour.

Original languageEnglish
Title of host publicationProceedings of the 26th International Ocean and Polar Engineering Conference, ISOPE 2016
EditorsAlan M. Wang, Jin S. Chung, Ted Kokkinis, Michael Muskulus
PublisherInternational Society of Offshore and Polar Engineers
Pages822-828
Number of pages7
ISBN (Electronic)9781880653883
Publication statusPublished - 2016
Externally publishedYes
Event26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016 - Rhodes, Greece
Duration: 26 Jun 20161 Jul 2016

Publication series

NameProceedings of the International Offshore and Polar Engineering Conference
Volume2016-January
ISSN (Print)1098-6189
ISSN (Electronic)1555-1792

Conference

Conference26th Annual International Ocean and Polar Engineering Conference, ISOPE 2016
Country/TerritoryGreece
CityRhodes
Period26/06/161/07/16

Bibliographical note

Publisher Copyright:
© Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).

Keywords

  • Finite element
  • Group efficiency
  • Interaction
  • Nonlinearity
  • Pile group

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