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A Study on the Laterally Loaded Pile Behaviour in Liquefied Soil Using P-Y Method

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dc.contributor.authorOnur, Mehmet İnanç
dc.contributor.authorNihat Sinan Işık
dc.contributor.authorMehmet İnanç Onur
dc.contributor.authorSubhamoy Bhattacharya
dc.contributor.orcid0000-0002-5104-9504
dc.contributor.orcid0000-0002-2421-4471
dc.contributor.orcid0000-0002-8290-194X
dc.date.accessioned2025-11-13T12:22:39Z
dc.date.issued2019-02-23
dc.identifier.doihttps://doi.org/10.1088/1757-899x/471/4/042015
dc.identifier.endpage042015
dc.identifier.issn1757-8981
dc.identifier.openalexW2916480577
dc.identifier.startpage042015
dc.identifier.urihttps://hdl.handle.net/11421/9839
dc.identifier.urihttps://doi.org/10.1088/1757-899x/471/4/042015
dc.identifier.volume471
dc.language.isoen
dc.relation.ispartofIOP Conference Series Materials Science and Engineering
dc.rightsopenAccess
dc.subjectLiquefaction
dc.subjectPile
dc.subjectGeotechnical engineering
dc.subjectSoil liquefaction
dc.subjectBending moment
dc.subjectPore water pressure
dc.subjectGeology
dc.subjectFoundation (evidence)
dc.subjectSpring (device)
dc.subjectSoil water
dc.subjectEngineering
dc.subjectStructural engineering
dc.subjectSoil science
dc.titleA Study on the Laterally Loaded Pile Behaviour in Liquefied Soil Using P-Y Method
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5057948452

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