Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/8
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dc.contributor.authorŽivaljević, Vukašinen
dc.contributor.authorKovačević, Duškoen
dc.contributor.authorRakarić, Zvonkoen
dc.date.accessioned2019-09-23T10:02:20Z-
dc.date.available2019-09-23T10:02:20Z-
dc.date.issued2020-01-01en
dc.identifier.issn18753507en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/8-
dc.description.abstract© Springer Nature Switzerland AG 2020. Pile load testing may be of static and dynamic character. Dynamic load tests are carried out by applying an axial impulse load by the use of falling mass. In this paper a dynamic load testing of a single pile foundation and its analytical and numerical modelling by the use of finite element method (FEM) are described. The vertical deflection due to the determined maximum allowed static force was calculated in FEM model and was used to control the value of the deflection in nonlinear dynamic FEM analysis. The correlation between the force value, soil properties and deflection is analysed. Hence, a proper FEM model for the purposes of pile dynamic load testing procedures could be recommended.en
dc.relation.ispartofIUTAM Bookseriesen
dc.titleAnalytical and FEM Modelling of the Behaviour of Pile in Dynamic Load Testen
dc.typeBook Chapteren
dc.identifier.doi10.1007/978-3-030-23692-2_24en
dc.identifier.scopus2-s2.0-85070204480en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85070204480en
dc.relation.lastpage280en
dc.relation.firstpage271en
dc.relation.volume37en
item.grantfulltextnone-
item.fulltextNo Fulltext-
crisitem.author.deptFakultet tehničkih nauka, Departman za tehničku mehaniku-
crisitem.author.parentorgFakultet tehničkih nauka-
Appears in Collections:FTN Publikacije/Publications
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