This research investigates the dynamic response of offshore wind turbine (OWT) systems subject to ice-structure-soil interaction (ISSI). To simulate the behavior of level ice sheets, a coupled approach involving the cohesive element method (CEM) and the finite element method (FEM) is applied. For soil-structure interaction (SSI), the Mohr–Coulomb (M-C) model is employed to accommodate glacial soils. A three-dimensional model for ice-OWT-soil interactions is established using LS-DYNA, focusing on the North American Great Lakes region. The impact of factors, including conical structure geometry, ice loading conditions, and soil characteristics, on the actions of ice and the displacement of the OWT structure, is systematically assessed. The results show a notable reduction in horizontal ice forces when a conical structure is used, underscoring its potential to enhance the stability of an OWT. Additionally, lower ice loading height results in increased ice force and reduced structural displacement. Furthermore, variations in soil properties, specifically elastic shear modulus, cohesion and angle of internal friction, exert a significant influence on OWT dynamics. The elastic shear modulus of glacial soils impacts the displacement of the OWT structure, posing a threat to structural stability. In addition, reduced cohesion and friction angle contribute to greater structural displacement.