In this study, the model experiments were conducted in order to confirm that the pier-to-foundation connection in the rapid construction method of overpasses, ”YS-Quick Bridge”, could be applied in practice. The gradually increasing and cyclic loading test was carried out in order to investigate the mechanism of the load distribution in the region of connection of the models with perfobond leistens. This paper presents the experiment result of 8 cases, which consists of influence parameters (the number of perfobond leisten, depth of pier, thickness of steel pipe).
