Katzenbach, Rolf ; Leppla, Steffen (2015)
Realistic modelling of soil-structure interaction for high-rise buildings.
In: Procedia Engineering, 117
doi: 10.1016/j.proeng.2015.08.137
Artikel, Bibliographie
Dies ist die neueste Version dieses Eintrags.
Kurzbeschreibung (Abstract)
For a save design and construction and the technical and economic optimisation of deep foundation systems a realistic modelling of the soil-structure interaction is necessary. Especially for the hybrid deep foundation system Combined Pile-Raft Foundation (CPRF) this has to be considered. Based on an adequate soil investigation, in-situ pile load tests and a high-level design using the Finite-Element-Method (FEM) it is possible to design complex foundation systems for high-rise buildings even in soft soil conditions. For guarantee of the ultimate limit state (ULS) and the serviceability limit state (SLS) an independent peer review and the application of the observational method is necessary. The paper explains some special aspects of the optimisation process of the design and presents several projects from engineering practice, where the CPRF has been successfully applied.
| Typ des Eintrags: | Artikel |
|---|---|
| Erschienen: | 2015 |
| Autor(en): | Katzenbach, Rolf ; Leppla, Steffen |
| Art des Eintrags: | Bibliographie |
| Titel: | Realistic modelling of soil-structure interaction for high-rise buildings |
| Sprache: | Englisch |
| Publikationsjahr: | 2015 |
| Ort: | Amsterdam [u.a.] |
| Verlag: | Elsevier |
| Titel der Zeitschrift, Zeitung oder Schriftenreihe: | Procedia Engineering |
| Jahrgang/Volume einer Zeitschrift: | 117 |
| Buchtitel: | Procedia Engineering |
| Kollation: | 10 Seiten |
| DOI: | 10.1016/j.proeng.2015.08.137 |
| Zugehörige Links: | |
| Kurzbeschreibung (Abstract): | For a save design and construction and the technical and economic optimisation of deep foundation systems a realistic modelling of the soil-structure interaction is necessary. Especially for the hybrid deep foundation system Combined Pile-Raft Foundation (CPRF) this has to be considered. Based on an adequate soil investigation, in-situ pile load tests and a high-level design using the Finite-Element-Method (FEM) it is possible to design complex foundation systems for high-rise buildings even in soft soil conditions. For guarantee of the ultimate limit state (ULS) and the serviceability limit state (SLS) an independent peer review and the application of the observational method is necessary. The paper explains some special aspects of the optimisation process of the design and presents several projects from engineering practice, where the CPRF has been successfully applied. |
| Freie Schlagworte: | Combined Pile-Raft Foundation, soil-structure interaction, pile load test, independent peer review, numerical simulations, back analysis, observational method |
| Zusätzliche Informationen: | International Scientific Conference Urban Civil Engineering and Municipal Facilities, SPbUCEMF-2015 |
| Sachgruppe der Dewey Dezimalklassifikatin (DDC): | 500 Naturwissenschaften und Mathematik > 550 Geowissenschaften 600 Technik, Medizin, angewandte Wissenschaften > 690 Hausbau, Bauhandwerk |
| Fachbereich(e)/-gebiet(e): | 13 Fachbereich Bau- und Umweltingenieurwissenschaften 13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Geotechnik |
| Hinterlegungsdatum: | 15 Okt 2024 07:10 |
| Letzte Änderung: | 15 Okt 2024 07:10 |
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| Suche nach Titel in: | TUfind oder in Google |
Verfügbare Versionen dieses Eintrags
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Realistic Modelling of Soil-structure Interaction for High-rise Buildings. (deposited 14 Okt 2024 09:48)
- Realistic modelling of soil-structure interaction for high-rise buildings. (deposited 15 Okt 2024 07:10) [Gegenwärtig angezeigt]
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