Articles | Volume 8, issue 3
https://doi.org/10.5194/wes-8-327-2023
https://doi.org/10.5194/wes-8-327-2023
Research article
 | 
08 Mar 2023
Research article |  | 08 Mar 2023

Cyclic overlay model of py curves for laterally loaded monopiles in cohesionless soil

Junnan Song and Martin Achmus

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Latest update: 09 Jan 2025
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Short summary
In this research, a cyclic py overlay model for monopiles in sand soils could be developed via comparison of numerical simulations of monopile behaviour: once under monotonic and once under cyclic loading with a defined number of load cycles (utilizing the stiffness degradation method). The new cyclic overlay model gives plausible results and can be applied to any monotonic py approach for monopiles in sand.
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