Pisa Soil Model The lateral displacement and rotation is according to PISA methodology for clay and Sand. Soil model intended for modelling of embedded piles. The input to the Pisa soil model consist of A specification of the Pisa soil layer profile The soil layer profile is a vertical slice of soil layers with specified thickness The soil characteristics are specified in the soil components Soil components are Pisa Clay Pisa Sand Dunkirk Sand Figure 1. Embedded pile References Byrne, B. W., et al. (2017): PISA: new design methods for offshore wind turbine monopiles. Offshore Site Investigation Geotechnics 8th International Conference Proceeding. Vol. 142. No. 161. Society for Underwater Technology, 2017. Byrne, B. W., et al. (2019): PISA: new design methods for offshore wind turbine monopiles. Rev. Fr. Geotech. Numéro 158, 2019, Fondations d’éoliennes offshore Byrne, B. W., et al. (2019): PISA design methods for offshore wind turbine monopiles Offshore Technology Conference. Offshore Technology Conference, 2019. OTC-29373-MS Burd, H. J., et al. (2020): PISA design model for monopiles for offshore wind turbines: application to a marine sand, Géotechnique (2020) 70 (11): 1048–1066. Seafloor Contact Stiffness and Friction Parameterized Pisa Curves