SCPT-Based Monotonic Soil Reaction Model for Monopiles in Sand: Calibration with Centrifuge Tests and Assessment against Field Data
This paper presents a soil reaction framework for monotonic lateral analysis of offshore wind monopiles in sand, formulated using input parameters that can be derived from seismic cone penetration test (SCPT) data. The model adopts a multicomponent Winkler representation incorporating distributed lateral, distributed...