Loading [MathJax]/extensions/tex2jax.js

Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®

Research output: Contribution to journalArticleResearchpeer review

Authors

  • Christian Windt
  • Nils Goseberg
  • Stefan Schimmels
  • Matthias Kudella

Research Organisations

External Research Organisations

  • Technische Universität Braunschweig
  • Coastal Research Center
  • Wikki Ltd.
  • GICON GmbH
  • Instytut Chemii Bioorganicznej Polskiej Akademii Nauk
  • PROJMORS Ltd
  • BM SUMER Consultancy & Research

Details

Original languageEnglish
Pages (from-to)182-190
Number of pages9
JournalInternational Journal of Offshore and Polar Engineering
Volume34
Issue number2
Publication statusPublished - 3 Jun 2024

Abstract

Wave-induced liquefaction results in significant seabed dynamics and can lead to a complete loss of the bearing capacity of the soil. With the increasing use of marine space for energy harnessing, geotechnical challenges move into focus during the development and planning of such installations. To date, a lack of comprehensive modelling tools for wave-induced liquefaction around marine structures has been observed. This paper documents the efforts in the framework of the NuLI-MAS project to provide such a modelling tool. In particular, this paper presents a numerical implementation of the hydro-geotechnical processes together with a detailed overview of the calibration and validation strategy employing small-and large-scale experimental data, respectively.

Keywords

    OpenFOAM®, pore pressure, residual liquefaction, Seabed liquefaction, wave-structure-soil interaction

ASJC Scopus subject areas

Sustainable Development Goals

Cite this

Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®. / Windt, Christian; Goseberg, Nils; Schimmels, Stefan et al.
In: International Journal of Offshore and Polar Engineering, Vol. 34, No. 2, 03.06.2024, p. 182-190.

Research output: Contribution to journalArticleResearchpeer review

Windt, C, Goseberg, N, Schimmels, S, Kudella, M, Shanmugasundaram, RK, Rusche, H, Vanjakula, VK, Adam, F, Majewski, D, Kazimierowicz-Frankowska, K, Pietrzkiewicz, M, Ozgür Kirca, VS & Sumer, BM 2024, 'Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®', International Journal of Offshore and Polar Engineering, vol. 34, no. 2, pp. 182-190. https://doi.org/10.17736/ijope.2024.cl24
Windt, C., Goseberg, N., Schimmels, S., Kudella, M., Shanmugasundaram, R. K., Rusche, H., Vanjakula, V. K., Adam, F., Majewski, D., Kazimierowicz-Frankowska, K., Pietrzkiewicz, M., Ozgür Kirca, V. S., & Sumer, B. M. (2024). Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®. International Journal of Offshore and Polar Engineering, 34(2), 182-190. https://doi.org/10.17736/ijope.2024.cl24
Windt C, Goseberg N, Schimmels S, Kudella M, Shanmugasundaram RK, Rusche H et al. Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®. International Journal of Offshore and Polar Engineering. 2024 Jun 3;34(2):182-190. doi: 10.17736/ijope.2024.cl24
Windt, Christian ; Goseberg, Nils ; Schimmels, Stefan et al. / Liquefaction Around Marine Structures : Development of a Numerical Modelling Framework in OpenFOAM®. In: International Journal of Offshore and Polar Engineering. 2024 ; Vol. 34, No. 2. pp. 182-190.
Download
@article{9a0ae43f6b8d44eb95275bd51a864fff,
title = "Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM{\textregistered}",
abstract = "Wave-induced liquefaction results in significant seabed dynamics and can lead to a complete loss of the bearing capacity of the soil. With the increasing use of marine space for energy harnessing, geotechnical challenges move into focus during the development and planning of such installations. To date, a lack of comprehensive modelling tools for wave-induced liquefaction around marine structures has been observed. This paper documents the efforts in the framework of the NuLI-MAS project to provide such a modelling tool. In particular, this paper presents a numerical implementation of the hydro-geotechnical processes together with a detailed overview of the calibration and validation strategy employing small-and large-scale experimental data, respectively.",
keywords = "OpenFOAM{\textregistered}, pore pressure, residual liquefaction, Seabed liquefaction, wave-structure-soil interaction",
author = "Christian Windt and Nils Goseberg and Stefan Schimmels and Matthias Kudella and Shanmugasundaram, {Ranjith Khumar} and Henrik Rusche and Vanjakula, {Vinay Kumar} and Frank Adam and Dawid Majewski and Krystyna Kazimierowicz-Frankowska and Michal Pietrzkiewicz and {Ozg{\"u}r Kirca}, {V. S.} and Sumer, {B. Mutlu}",
note = "Publisher Copyright: {\textcopyright} by The International Society of Offshore and Polar Engineers.",
year = "2024",
month = jun,
day = "3",
doi = "10.17736/ijope.2024.cl24",
language = "English",
volume = "34",
pages = "182--190",
journal = "International Journal of Offshore and Polar Engineering",
issn = "1053-5381",
publisher = "International Society of Offshore and Polar Engineers",
number = "2",

}

Download

TY - JOUR

T1 - Liquefaction Around Marine Structures

T2 - Development of a Numerical Modelling Framework in OpenFOAM®

AU - Windt, Christian

AU - Goseberg, Nils

AU - Schimmels, Stefan

AU - Kudella, Matthias

AU - Shanmugasundaram, Ranjith Khumar

AU - Rusche, Henrik

AU - Vanjakula, Vinay Kumar

AU - Adam, Frank

AU - Majewski, Dawid

AU - Kazimierowicz-Frankowska, Krystyna

AU - Pietrzkiewicz, Michal

AU - Ozgür Kirca, V. S.

AU - Sumer, B. Mutlu

N1 - Publisher Copyright: © by The International Society of Offshore and Polar Engineers.

PY - 2024/6/3

Y1 - 2024/6/3

N2 - Wave-induced liquefaction results in significant seabed dynamics and can lead to a complete loss of the bearing capacity of the soil. With the increasing use of marine space for energy harnessing, geotechnical challenges move into focus during the development and planning of such installations. To date, a lack of comprehensive modelling tools for wave-induced liquefaction around marine structures has been observed. This paper documents the efforts in the framework of the NuLI-MAS project to provide such a modelling tool. In particular, this paper presents a numerical implementation of the hydro-geotechnical processes together with a detailed overview of the calibration and validation strategy employing small-and large-scale experimental data, respectively.

AB - Wave-induced liquefaction results in significant seabed dynamics and can lead to a complete loss of the bearing capacity of the soil. With the increasing use of marine space for energy harnessing, geotechnical challenges move into focus during the development and planning of such installations. To date, a lack of comprehensive modelling tools for wave-induced liquefaction around marine structures has been observed. This paper documents the efforts in the framework of the NuLI-MAS project to provide such a modelling tool. In particular, this paper presents a numerical implementation of the hydro-geotechnical processes together with a detailed overview of the calibration and validation strategy employing small-and large-scale experimental data, respectively.

KW - OpenFOAM®

KW - pore pressure

KW - residual liquefaction

KW - Seabed liquefaction

KW - wave-structure-soil interaction

UR - http://www.scopus.com/inward/record.url?scp=85200770555&partnerID=8YFLogxK

U2 - 10.17736/ijope.2024.cl24

DO - 10.17736/ijope.2024.cl24

M3 - Article

AN - SCOPUS:85200770555

VL - 34

SP - 182

EP - 190

JO - International Journal of Offshore and Polar Engineering

JF - International Journal of Offshore and Polar Engineering

SN - 1053-5381

IS - 2

ER -