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Torque-transferring characteristics of offshore tetrapod piled jacket foundations in dense sand

Torque-transferring characteristics of offshore tetrapod piled jacket foundations in dense sand
Torque-transferring characteristics of offshore tetrapod piled jacket foundations in dense sand
Tetrapod piled jacket (TPJ) foundations that support offshore wind turbines (OWTs) tend to be subjected to significant torque that is caused by eccentric loading from wind, waves, or accidental vessel impact. This paper presented a comprehensive three-dimensional (3D) numerical analysis to investigate TPJs performance under torsional loading, which considered the distribution of local torque and rotation over pile shafts and the underlying torsional load transfer mechanism. A modified Mohr–Coulomb (MMC) model for dense sands was implemented in ABAQUS/Standard that captured the evolution of the friction and dilation (ψ) angles against the accumulated plastic shear strain (γp). The results showed that the torque that was imposed at the head of a TPJ foundation could trigger soil reactions of torsional resistance (τs) and horizontal force (Hp) in individual piles; higher pile spacing-to-diameter ratios (S/D) mitigated the influence of torsional loads. A pressure-dependent torsional load transfer model was proposed that considered the effects of the pile–sand relative stiffness and sand’s relative density (DR). The model could be employed to predict TPJs response under torsional loading and improve their practical design.
1532-3641
Wen, Kai
f2914054-5942-445d-9138-a8007243794c
Liu, Tingfa
d2da8042-cdce-4fcb-bfbf-bef82fd91c18
Zhu, Bin
59a36f7c-f707-43ed-b6ee-fec2ab8d0fb6
Liu, Deyun
8136d5e2-dd29-4988-8689-759b48df395e
Wen, Kai
f2914054-5942-445d-9138-a8007243794c
Liu, Tingfa
d2da8042-cdce-4fcb-bfbf-bef82fd91c18
Zhu, Bin
59a36f7c-f707-43ed-b6ee-fec2ab8d0fb6
Liu, Deyun
8136d5e2-dd29-4988-8689-759b48df395e

Wen, Kai, Liu, Tingfa, Zhu, Bin and Liu, Deyun (2023) Torque-transferring characteristics of offshore tetrapod piled jacket foundations in dense sand. International Journal of Geomechanics, 23 (3). (doi:10.1061/IJGNAI.GMENG-8222).

Record type: Article

Abstract

Tetrapod piled jacket (TPJ) foundations that support offshore wind turbines (OWTs) tend to be subjected to significant torque that is caused by eccentric loading from wind, waves, or accidental vessel impact. This paper presented a comprehensive three-dimensional (3D) numerical analysis to investigate TPJs performance under torsional loading, which considered the distribution of local torque and rotation over pile shafts and the underlying torsional load transfer mechanism. A modified Mohr–Coulomb (MMC) model for dense sands was implemented in ABAQUS/Standard that captured the evolution of the friction and dilation (ψ) angles against the accumulated plastic shear strain (γp). The results showed that the torque that was imposed at the head of a TPJ foundation could trigger soil reactions of torsional resistance (τs) and horizontal force (Hp) in individual piles; higher pile spacing-to-diameter ratios (S/D) mitigated the influence of torsional loads. A pressure-dependent torsional load transfer model was proposed that considered the effects of the pile–sand relative stiffness and sand’s relative density (DR). The model could be employed to predict TPJs response under torsional loading and improve their practical design.

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Published date: 10 January 2023

Identifiers

Local EPrints ID: 490468
URI: http://eprints.soton.ac.uk/id/eprint/490468
ISSN: 1532-3641
PURE UUID: f11f965c-231f-4367-8965-efd65f7d83ef
ORCID for Kai Wen: ORCID iD orcid.org/0009-0007-8066-1552

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Date deposited: 28 May 2024 16:59
Last modified: 29 May 2024 02:07

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Contributors

Author: Kai Wen ORCID iD
Author: Tingfa Liu
Author: Bin Zhu
Author: Deyun Liu

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