In view of the complex conditions of deep soft soil foundation and loading effect, this paper analyzes the stability and deformation of a prefabricated steel cylinder revetment structure.Firstly, the paper determines a reasonable structural scheme and analyzes the overall stability of the revetment through the slice method.Secondly, the paper adopts a numerical simulation method to study the deformation characteristics of the steel cylinder under loading effects.Finally, the paper verifies the reliability of the prefabricated steel cylinder revetment by a centrifuge model test.The results show that under the condition of a deep soft soil foundation, the deep sliding surface under loading effects can be truncated by a deeply inserted steel cylinder to ensure the overall stability of the revetment.The top displacement of the steel cylinder is about 10 cm, and the cylinder tilts to the seaside by 0.09° when the loading effect is 120 m away from the revetment axis.By controlling loading distance, the deformation of the steel cylinder under loading effects has a slight influence on the structure of important buildings, which provides theoretical support for constructing steel cylinder revetments.