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Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method

Staubach, Patrick ; Machaček, Jan ; Skowronek, Josefine ; Wichtmann, Torsten (2022)
Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method.
In: Soils and Foundations, 2022, 61 (1)
doi: 10.26083/tuprints-00020460
Artikel, Zweitveröffentlichung, Verlagsversion

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Kurzbeschreibung (Abstract)

The development of a hydro-mechanically coupled Coupled-Eulerian–Lagrangian (CEL) method and its application to the back-analysis of vibratory pile driving model tests in water-saturated sand is presented. The predicted pile penetration using this approach is in good agreement with the results of the model tests as well as with fully Lagrangian simulations. In terms of pore water pressure, however, the results of the CEL simulation show a slightly worse accordance with the model tests compared to the Lagrangian simulation. Some shortcomings of the hydro-mechanically coupled CEL method in case of frictional contact problems and pore fluids with high bulk modulus are discussed. Lastly, the CEL method is applied to the simulation of vibratory driving of open-profile piles under partially drained conditions to study installation-induced changes in the soil state. It is concluded that the proposed method is capable of realistically reproducing the most important mechanisms in the soil during the driving process despite its addressed shortcomings.

Typ des Eintrags: Artikel
Erschienen: 2022
Autor(en): Staubach, Patrick ; Machaček, Jan ; Skowronek, Josefine ; Wichtmann, Torsten
Art des Eintrags: Zweitveröffentlichung
Titel: Vibratory pile driving in water-saturated sand: Back-analysis of model tests using a hydro-mechanically coupled CEL method
Sprache: Englisch
Publikationsjahr: 2022
Ort: Darmstadt
Publikationsdatum der Erstveröffentlichung: 2022
Verlag: Elsevier
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Soils and Foundations
Jahrgang/Volume einer Zeitschrift: 61
(Heft-)Nummer: 1
DOI: 10.26083/tuprints-00020460
URL / URN: https://tuprints.ulb.tu-darmstadt.de/20460
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Herkunft: Zweitveröffentlichungsservice
Kurzbeschreibung (Abstract):

The development of a hydro-mechanically coupled Coupled-Eulerian–Lagrangian (CEL) method and its application to the back-analysis of vibratory pile driving model tests in water-saturated sand is presented. The predicted pile penetration using this approach is in good agreement with the results of the model tests as well as with fully Lagrangian simulations. In terms of pore water pressure, however, the results of the CEL simulation show a slightly worse accordance with the model tests compared to the Lagrangian simulation. Some shortcomings of the hydro-mechanically coupled CEL method in case of frictional contact problems and pore fluids with high bulk modulus are discussed. Lastly, the CEL method is applied to the simulation of vibratory driving of open-profile piles under partially drained conditions to study installation-induced changes in the soil state. It is concluded that the proposed method is capable of realistically reproducing the most important mechanisms in the soil during the driving process despite its addressed shortcomings.

Status: Verlagsversion
URN: urn:nbn:de:tuda-tuprints-204602
Zusätzliche Informationen:

Keywords: Vibratory pile driving, Coupled-Eulerian–Lagrangian, Hydro-mechanically coupled, Hypoplasticity, Relative acceleration, Large deformation

Sachgruppe der Dewey Dezimalklassifikatin (DDC): 500 Naturwissenschaften und Mathematik > 550 Geowissenschaften
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Geotechnik
Hinterlegungsdatum: 10 Feb 2022 13:22
Letzte Änderung: 09 Aug 2024 06:46
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