Numerical investigation of optimized piled raft foundation for high-rise building in Germany

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dc.identifier.uri http://dx.doi.org/10.15488/9398
dc.identifier.uri https://www.repo.uni-hannover.de/handle/123456789/9452
dc.contributor.author Abdel-Azim, O.A.
dc.contributor.author Abdel-Rahman, K.
dc.contributor.author El-Mossallamy, Y.M.
dc.date.accessioned 2020-02-24T10:37:04Z
dc.date.available 2020-02-24T10:37:04Z
dc.date.issued 2020
dc.identifier.citation Abdel-Azim, O.A.; Abdel-Rahman, K.; El-Mossallamy, Y.M.: Numerical investigation of optimized piled raft foundation for high-rise building in Germany. In: Innovative Infrastructure Solutions 5 (2020), Nr. 1, 11. DOI: https://doi.org/10.1007/s41062-019-0258-4
dc.description.abstract Piled rafts have been used as a foundation system for high-rise buildings worldwide in different soil conditions, e.g., in soft to stiff clay as well as in medium-to-dense sand. Piled raft is currently used not only to control the foundation settlement but also to minimize the required raft thickness to reach the most optimized foundation design. The purpose of this study is to investigate the behavior of piled raft as a foundation system for Frankfurt over-consolidated clay based on the well-monitored Messeturm building in Germany. The numerical tool used in analysis is Plaxis 3D finite element software with hardening soil material model. The piled raft foundation behavior will be evaluated based on the total settlement, differential settlement and the pile skin friction. Based on this study, it was found that the chosen foundation system “plied raft foundation” for Messeturm was an optimized solution for the proposed building. eng
dc.language.iso eng
dc.publisher Heidelberg : Springer Verlag
dc.relation.ispartofseries Innovative Infrastructure Solutions 5 (2020), Nr. 1
dc.rights CC BY 4.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/4.0/
dc.subject Finite element method eng
dc.subject Hardening soil model eng
dc.subject Over-consolidated clay eng
dc.subject Piled raft foundation eng
dc.subject.ddc 550 | Geowissenschaften ger
dc.subject.ddc 620 | Ingenieurwissenschaften und Maschinenbau ger
dc.title Numerical investigation of optimized piled raft foundation for high-rise building in Germany
dc.type article
dc.type Text
dc.relation.issn 2364-4176
dc.relation.doi https://doi.org/10.1007/s41062-019-0258-4
dc.bibliographicCitation.issue 1
dc.bibliographicCitation.volume 5
dc.bibliographicCitation.firstPage 11
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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