The presented dataset is collected in seven centrifuge tests, specifically designed for modelling the lateral response of offshore monopiles in a dense sand. Two model piles with outer diameter D = 50 mm are loaded laterally at 100×g. The embedding depths are 3D, 5D, 7D and 9D with load eccentricity varies from 5 to 15. Fibre Bragg gratings (FBGs) are employed to measure the tensile and compressive strains. The raw data from various sensors during the tests and the analysed data (e.g. soil reaction, pile deflection) are included in separate editable files, enabling future reuse and further development of the experimental results.

2022