Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping

Sergio S. Gómez; Athanasios Tsetas; Apostolos Tsouvalas; Andrei V. Metrikine

doi:10.1007/978-3-031-15758-5_116

Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping

Sergio S. Gómez^*, Athanasios Tsetas, Apostolos Tsouvalas, Andrei V. Metrikine

^*Corresponding author for this work

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

1 Citation (Scopus)

27 Downloads (Pure)

Abstract

For offshore wind turbines (OWTs), the monopile comprises the most common type of foundation and vibratory driving is one of the main techniques for monopile installation (and decommissioning). In practice, prior to pile installation, a pile driving analysis is performed to select the appropriate installation device and the relevant settings. However, pile penetration results from a complicated vibrator-pile-soil interaction and better understanding of the latter is necessary for an efficient installation process. During the course of installation, the interface and boundary conditions of the pile continuously alter due to the soil layering and the non-linearity of the soil reaction. In this paper, a set of experimental data from an onshore experimental campaign are employed in a numerical scheme to identify the pile strain field based on in vacuo modes of simpler yet related systems. By mapping the pile strain field onto physically-based shape functions, the evolution of the soil reaction during pile installation can be studied, in order to facilitate the back-analysis of driving records and, by extension, improve pile drivability and vibro-acoustics predictions.

Original language	English
Title of host publication	Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022
Editors	Zuzana Dimitrovová, Rodrigo Gonçalves, Zuzana Dimitrovová, Paritosh Biswas, Tiago Silva
Place of Publication	Cham
Publisher	Springer
Pages	1125-1134
Number of pages	10
ISBN (Electronic)	978-3-031-15758-5
ISBN (Print)	978-3-031-15757-8
DOIs	https://doi.org/10.1007/978-3-031-15758-5_116
Publication status	Published - 2023
Event	10th International Conference on Wave Mechanics and Vibrations, WMVC 2022 - Lisbon, Portugal Duration: 4 Jul 2022 → 6 Jul 2022

Publication series

Name	Mechanisms and Machine Science
Volume	125 MMS
ISSN (Print)	2211-0984
ISSN (Electronic)	2211-0992

Conference

Conference	10th International Conference on Wave Mechanics and Vibrations, WMVC 2022
Country/Territory	Portugal
City	Lisbon
Period	4/07/22 → 6/07/22

Bibliographical note

Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care

Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Mode-matching
Pile driving
Soil-structure interaction
Vibrations of shells

Access to Document

10.1007/978-3-031-15758-5_116

978-3-031-15758-5_116Final published version, 1.7 MB

Cite this

Gómez, S. S., Tsetas, A., Tsouvalas, A., & Metrikine, A. V. (2023). Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping. In Z. Dimitrovová, R. Gonçalves, Z. Dimitrovová, P. Biswas, & T. Silva (Eds.), Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022 (pp. 1125-1134). (Mechanisms and Machine Science; Vol. 125 MMS). Springer. https://doi.org/10.1007/978-3-031-15758-5_116

Gómez, Sergio S. ; Tsetas, Athanasios ; Tsouvalas, Apostolos et al. / Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping. Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022. editor / Zuzana Dimitrovová ; Rodrigo Gonçalves ; Zuzana Dimitrovová ; Paritosh Biswas ; Tiago Silva. Cham : Springer, 2023. pp. 1125-1134 (Mechanisms and Machine Science).

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title = "Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping",

abstract = "For offshore wind turbines (OWTs), the monopile comprises the most common type of foundation and vibratory driving is one of the main techniques for monopile installation (and decommissioning). In practice, prior to pile installation, a pile driving analysis is performed to select the appropriate installation device and the relevant settings. However, pile penetration results from a complicated vibrator-pile-soil interaction and better understanding of the latter is necessary for an efficient installation process. During the course of installation, the interface and boundary conditions of the pile continuously alter due to the soil layering and the non-linearity of the soil reaction. In this paper, a set of experimental data from an onshore experimental campaign are employed in a numerical scheme to identify the pile strain field based on in vacuo modes of simpler yet related systems. By mapping the pile strain field onto physically-based shape functions, the evolution of the soil reaction during pile installation can be studied, in order to facilitate the back-analysis of driving records and, by extension, improve pile drivability and vibro-acoustics predictions.",

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Gómez, SS , Tsetas, A , Tsouvalas, A & Metrikine, AV 2023, Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping. in Z Dimitrovová, R Gonçalves, Z Dimitrovová, P Biswas & T Silva (eds), Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022. Mechanisms and Machine Science, vol. 125 MMS, Springer, Cham, pp. 1125-1134, 10th International Conference on Wave Mechanics and Vibrations, WMVC 2022, Lisbon, Portugal, 4/07/22. https://doi.org/10.1007/978-3-031-15758-5_116

Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping. / Gómez, Sergio S.; Tsetas, Athanasios ; Tsouvalas, Apostolos et al.
Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022. ed. / Zuzana Dimitrovová; Rodrigo Gonçalves; Zuzana Dimitrovová; Paritosh Biswas; Tiago Silva. Cham: Springer, 2023. p. 1125-1134 (Mechanisms and Machine Science; Vol. 125 MMS).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

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AU - Gómez, Sergio S.

AU - Tsetas, Athanasios

AU - Tsouvalas, Apostolos

AU - Metrikine, Andrei V.

N1 - Green Open Access added to TU Delft Institutional Repository 'You share, we take care!' - Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2023

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N2 - For offshore wind turbines (OWTs), the monopile comprises the most common type of foundation and vibratory driving is one of the main techniques for monopile installation (and decommissioning). In practice, prior to pile installation, a pile driving analysis is performed to select the appropriate installation device and the relevant settings. However, pile penetration results from a complicated vibrator-pile-soil interaction and better understanding of the latter is necessary for an efficient installation process. During the course of installation, the interface and boundary conditions of the pile continuously alter due to the soil layering and the non-linearity of the soil reaction. In this paper, a set of experimental data from an onshore experimental campaign are employed in a numerical scheme to identify the pile strain field based on in vacuo modes of simpler yet related systems. By mapping the pile strain field onto physically-based shape functions, the evolution of the soil reaction during pile installation can be studied, in order to facilitate the back-analysis of driving records and, by extension, improve pile drivability and vibro-acoustics predictions.

AB - For offshore wind turbines (OWTs), the monopile comprises the most common type of foundation and vibratory driving is one of the main techniques for monopile installation (and decommissioning). In practice, prior to pile installation, a pile driving analysis is performed to select the appropriate installation device and the relevant settings. However, pile penetration results from a complicated vibrator-pile-soil interaction and better understanding of the latter is necessary for an efficient installation process. During the course of installation, the interface and boundary conditions of the pile continuously alter due to the soil layering and the non-linearity of the soil reaction. In this paper, a set of experimental data from an onshore experimental campaign are employed in a numerical scheme to identify the pile strain field based on in vacuo modes of simpler yet related systems. By mapping the pile strain field onto physically-based shape functions, the evolution of the soil reaction during pile installation can be studied, in order to facilitate the back-analysis of driving records and, by extension, improve pile drivability and vibro-acoustics predictions.

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KW - Vibrations of shells

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Gómez SS , Tsetas A , Tsouvalas A , Metrikine AV. Dynamic Pile Response During Vibratory Driving and Modal-Based Strain Field Mapping. In Dimitrovová Z, Gonçalves R, Dimitrovová Z, Biswas P, Silva T, editors, Recent Trends in Wave Mechanics and Vibrations - Proceedings of WMVC 2022. Cham: Springer. 2023. p. 1125-1134. (Mechanisms and Machine Science). doi: 10.1007/978-3-031-15758-5_116