This paper presents the results of a comparative study between the monitored and the simulated response of a monitored wind turbine monopile located in the Belgian North Sea, subjected to operational lateral loading. A 3D Finite Element model of the monopile is de-veloped in ABAQUS in which the soil is simulated using advanced constitutive models for sands and clays that are calibrated to advanced laboratory test data. It is found that using a stiffness profile that is calibrated from laboratory tests only induces the most mismatch when compared to the monitoring data. The effect of CPT-based correlations was also investigated, it was concluded that it was not the main reason behind the observed mismatch between the numerical models and the monitoring data.
18th African Regional Conference on Soil Mechanics and Geotechnical Engineering (ARCSMGE2024)
Foundation Engineering