Centrifuge modeling is developed to investigate the behavior of a homogeneous embankment constructed on a liquefiable ground soil, which was prepared with wet under-compaction method. The physical centrifuge modeling directly highlights the response of the centrifuge model in terms of excess pore pressure, acceleration response, and model deformation. This data paper provides an overview of the centrifuge model and presents in detail the dataset that includes recorded accelerations, pore pressures, and displacements.