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dc.contributor.authorKorff, Men
dc.contributor.authorMair, Roberten
dc.contributor.authorVan Tol, FAFen
dc.date.accessioned2016-04-19T10:08:05Z
dc.date.available2016-04-19T10:08:05Z
dc.date.issued2016-08-01en
dc.identifier.citationM. Korff et al. Journal of Geotechnical and Geoenvironmental Engineering (2016). number 04016034. DOI:10.1061/(ASCE)GT.1943-5606.0001434en
dc.identifier.issn1090-0241
dc.identifier.urihttps://www.repository.cam.ac.uk/handle/1810/255034
dc.description.abstractDeep excavations may cause settlement and damage to adjacent buildings, even if they are found on piles. The corresponding pile deformations are determined by axial and lateral effects. This paper describes an analytical model relating axial pile deformation to the vertical soil displacement resulting from the deep excavation and also suggests ways to determine the pile response to lateral displacements. The axial pile-soil interaction is clearly different for end-bearing and friction piles. Common generalizations that end-bearing piles settle the same as the soil settlement at the base level and friction piles with the ground surface settlement present lower and upper bounds, which are only valid for certain idealized cases. The settlement of piles with a large component of shaft friction is determined mainly by the actual load on the pile relative to the pile ultimate capacity. The lateral pile response is governed mainly by the relative stiffness of the pile to the soil. The proposed model was validated with measurements of the North South Line project in Amsterdam.
dc.language.isoenen
dc.rightsAttribution 2.0 UK: England & Wales*
dc.rights.urihttp://creativecommons.org/licenses/by/2.0/uk/*
dc.titlePile-soil interaction and settlement effects induced by deep excavationsen
dc.typeArticle
dc.provenanceOA-8312
prism.endingPage04016034
prism.issueIdentifier8en
prism.publicationDate2016en
prism.publicationNameJournal of Geotechnical and Geoenvironmental Engineeringen
prism.startingPage04016034
prism.volume142en
dcterms.dateAccepted2015-09-16en
rioxxterms.versionofrecord10.1061/(ASCE)GT.1943-5606.0001434en
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserveden
rioxxterms.licenseref.startdate2016-08-01en
dc.identifier.eissn1943-5606
rioxxterms.typeJournal Article/Reviewen
cam.issuedOnline2016-04-11en


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Attribution 2.0 UK: England & Wales
Except where otherwise noted, this item's licence is described as Attribution 2.0 UK: England & Wales