Pile groups under cyclic lateral loading

Niemann, Christoph

dc.date.accessioned	2020-11-11T13:14:52Z
dc.date.available	2020-11-11T13:14:52Z
dc.date.issued	2020
dc.identifier	doi:10.17170/kobra-202008191599
dc.identifier.uri	http://hdl.handle.net/123456789/11952
dc.description	Zugleich: Dissertation, Universität Kassel, 2020
dc.language.iso	eng
dc.publisher	kassel university press
dc.rights	Namensnennung - Weitergabe unter gleichen Bedingungen 4.0 International	*
dc.rights.uri	http://creativecommons.org/licenses/by-sa/4.0/	*
dc.subject.ddc	550	ger
dc.subject.ddc	600	ger
dc.title	Pile groups under cyclic lateral loading	ger
dc.type	Buch
dcterms.abstract	It 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.accessRights	open access
dcterms.creator	Niemann, Christoph
dcterms.dateAccepted	2020-06-08
dcterms.extent	III, 293 Seiten
dcterms.isPartOf	Schriftenreihe Geotechnik ;; Heft 27	ger
dc.contributor.corporatename	Kassel, Universität Kassel, Fachbereich Bauingenieurwesen und Umweltingenieurwesen
dc.contributor.referee	Reul, Oliver (Prof. Dr.)
dc.contributor.referee	Cassidy Mark (Prof.)
dc.publisher.place	Kassel
dc.relation.isbn	978-3-7376-0888-6
dc.subject.swd	Pfahlgründung	ger
dc.subject.swd	Boden	ger
dc.subject.swd	Druck	ger
dc.type.version	publishedVersion
dcterms.source.series	Schriftenreihe Geotechnik	ger
dcterms.source.volume	Heft 27	ger
kup.iskup	true
kup.order	https://www.genialokal.de/Produkt/Christoph-Niemann/Pile-groups-under-cyclic-lateral-loading_lid_45694786.html
kup.price	39,00
kup.series	Schriftenreihe Geotechnik	ger
kup.subject	Naturwissenschaft, Technik, Informatik, Medizin	ger
kup.typ	Dissertation
kup.institution	FB 14 / Bauingenieur- und Umweltingenieurwesen