Numerical Analysis of the Effect of an Inverted Cone Angle on the Penetration Behavior of the Jack-Up Leg Foundation for Offshore Wind Turbines in Uniform Clay

Numerical Analysis of the Effect of an Inverted Cone Angle on the Penetration Behavior of the Jack-Up Leg Foundation for Offshore Wind Turbines in Uniform Clay

The design of a jack-up leg foundation as a fixed substructure for offshore wind turbines requires a thorough investigation of the effects of the detailed spudcan geometry, leg type, and soil condition on the penetration resistance. Therefore, this study evaluated the effect of the bottom-shape inve...

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Bibliographic Details
Main Authors: Angelica Gilo, Min Jy Lee, Yun Wook Choo
Format: Article
Language:English
Published: The Korean Society of Ocean Engineers 2024-12-01
Series:한국해양공학회지
Subjects:
spudcan
cylindrical pile leg
bearing resistance
inverted cone angle
coupled-eulerian lagrangian
Online Access:https://doi.org/10.26748/KSOE.2024.089
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