Pile groups under cyclic lateral loading

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dc.contributor.corporatenameKassel, Universität Kassel, Fachbereich Bauingenieurwesen und Umweltingenieurwesen
dc.contributor.refereeReul, Oliver (Prof. Dr.)
dc.contributor.refereeCassidy Mark (Prof.)
dc.date.accessioned2020-11-11T13:14:52Z
dc.date.available2020-11-11T13:14:52Z
dc.date.issued2020
dc.descriptionZugleich: Dissertation, Universität Kassel, 2020
dc.identifierdoi:10.17170/kobra-202008191599
dc.identifier.urihttp://hdl.handle.net/123456789/11952
dc.language.isoeng
dc.publisherkassel university press
dc.publisher.placeKassel
dc.relation.isbn978-3-7376-0888-6
dc.rightsNamensnennung - Weitergabe unter gleichen Bedingungen 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-sa/4.0/*
dc.subject.ddc550ger
dc.subject.ddc600ger
dc.subject.swdPfahlgründungger
dc.subject.swdBodenger
dc.subject.swdDruckger
dc.titlePile groups under cyclic lateral loadingger
dc.typeBuch
dc.type.versionpublishedVersion
dcterms.abstractIt is the aim of this research work is to investigate and to assess quatitatively as well as quantitatively the bearing behaviour of pile groups subjected to cyclic lateral loading. In this context, the influences of different boundary conditions, in particular the soil properties and the pile group geometry are to be analysed experimentally and numerically. Based on a brief literature review in chapter 2, model tests (centrifuge and small-scale at 1g) and numerical investigations have been carried out to contribute to a better understanding of the cyclic behaviour of pile groups. Chapter 3 describes the test procedure and summarises the results of centrifuge tests, which have been carried out at the Centre for Offshore Foundation Systems (COFS) in Perth, Australia. Further investigations have been carried out by means of smallscale model tests at 1g in the testing facilities at the University of Kassel, Germany, with the results as summarised in chapter 4. A comparison of individual results of both test series is provided in chapter 5. The numerical studies in chapter 6 have been carried out in order to analyse the general ability of numerical simulations to calculate the response of pile groups to cyclic lateral loading. Based on the previously derived results, chapter 7 provides equations that can be applied to estimate the cyclic accumulation of lateral displacements of pile groups as well as the cyclic changes of the load distribution within pile groups.eng
dcterms.accessRightsopen access
dcterms.creatorNiemann, Christoph
dcterms.dateAccepted2020-06-08
dcterms.extentIII, 293 Seiten
dcterms.isPartOfSchriftenreihe Geotechnik ;; Heft 27ger
dcterms.source.seriesSchriftenreihe Geotechnikger
dcterms.source.volumeHeft 27ger
kup.institutionFB 14 / Bauingenieur- und Umweltingenieurwesen
kup.iskuptrue
kup.orderhttps://www.genialokal.de/Produkt/Christoph-Niemann/Pile-groups-under-cyclic-lateral-loading_lid_45694786.html
kup.price39,00
kup.seriesSchriftenreihe Geotechnikger
kup.subjectNaturwissenschaft, Technik, Informatik, Medizinger
kup.typDissertation

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