The Lateral Response of Single Free Headed Piles in Sandy Soils - Methods, Measurements and Reliability

dc.authorscopusid 56544139400
dc.authorscopusid 57205249565
dc.contributor.author Gurbuz,A.
dc.contributor.author Paikowsky,S.G.
dc.contributor.other Department of Civil Engineering
dc.date.accessioned 2024-07-05T15:43:15Z
dc.date.available 2024-07-05T15:43:15Z
dc.date.issued 2009
dc.department Atılım University en_US
dc.department-temp Gurbuz A., Civil Engineering Department, Atilim University, Incek-Ankara 06836, Turkey; Paikowsky S.G., Geotechnical Engineering Research Laboratory, Department of Civil and Environmental Engineering, University of Massachusetts - Lowell, Lowell, MA 01854, 1 University Ave., United States en_US
dc.description.abstract Piles require withstanding lateral loads from various sources such as wind, waves, traffic, earthquake, soil and water. While the Strength Limit State controls the design of axially loaded piles, serviceability often controls the design of laterally loaded piles, i.e. the applied load is controlled by the magnitude of the limiting lateral displacement. The analysis of laterally loaded piles is complicated due to the pile-soil interaction, where the lateral soil resistance developed along the pile is a function of the pile's deflection being a function of the soil's resistance. Laterally loaded piles are commonly designed using computer-based analysis methods solving the differential equation of a beam on elastic foundation that controls the load-deflection relations, utilizing what is known as p-y curves for the local spring factor-load- deflection relations. Software packages; LPile 5 Plus in which the p-y curves are constituted based on past pile load tests and soil testing results, and the Strain Wedge Model (SWM) in which the p-y curves are derived from the assumption of a wedge failure zone ahead of the pile, were used in this study. Both analyses were employed in a parametric study, calculating the piles' top lateral forces required to obtain given lateral displacements ranging from 0.5 in to 3 in (12.7 to 75.6 mm) in 0.5 in intervals. The results for the two methods are compared and examined against a database of laterally load tested piles. Factors affecting the performance of the analyses are discussed. Copyright ASCE 2009. en_US
dc.identifier.citationcount 1
dc.identifier.doi 10.1061/41022(336)75
dc.identifier.endpage 591 en_US
dc.identifier.isbn 978-078441022-6
dc.identifier.issn 0895-0563
dc.identifier.issue 186 en_US
dc.identifier.scopus 2-s2.0-69949178858
dc.identifier.startpage 584 en_US
dc.identifier.uri https://doi.org/10.1061/41022(336)75
dc.identifier.uri https://hdl.handle.net/20.500.14411/3598
dc.institutionauthor Gürbüz, Ayhan
dc.language.iso en en_US
dc.relation.ispartof Geotechnical Special Publication -- Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations - 2009 International Foundation Congress and Equipment Expo -- 15 March 2009 through 19 March 2009 -- Orlando, FL -- 76821 en_US
dc.relation.publicationcategory Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 2
dc.subject [No Keyword Available] en_US
dc.title The Lateral Response of Single Free Headed Piles in Sandy Soils - Methods, Measurements and Reliability en_US
dc.type Conference Object en_US
dspace.entity.type Publication
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