Inelastic analysis of pile-soil interaction

Simple item page
dc.contributor.authorKüçükarslan S.
dc.contributor.authorBanerjee P.K.
dc.date.accessioned2024-07-22T08:24:20Z
dc.date.available2024-07-22T08:24:20Z
dc.date.issued2004
dc.description.abstractIn this paper, inelastic pile-soil interaction is analyzed by using a hybrid type of numerical method. Piles are modeled as linear finite elements and the soil half-space is modeled using boundary elements. Inelastic modeling of the soil media is introduced by a rational approximation to a continuum with nonlinear interface springs along the piles. For this purpose, a modified Özdemir's nonlinear model is implemented and systems of equations are coupled for piles and pile groups at interacting nodes. To verify the proposed algorithm, three experimental results from previously conducted tests on piles under static axial and lateral loads are compared with those obtained from the present analysis. © ASCE.
dc.identifier.DOI-ID10.1061/(ASCE)1090-0241(2004)130:11(1152)
dc.identifier.issn10900241
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/19940
dc.language.isoEnglish
dc.subjectAlgorithms
dc.subjectBoundary element method
dc.subjectLoads (forces)
dc.subjectNonlinear equations
dc.subjectSoils
dc.subjectgeotechnical engineering
dc.subjectnumerical method
dc.subjectpile response
dc.subjectsoil-structure interaction
dc.subjectAxial load
dc.subjectLateral load
dc.subjectPile-soil interaction
dc.subjectPiles
dc.titleInelastic analysis of pile-soil interaction
dc.typeArticle

Files

Collections

Scopus Koleksiyonu