In　this　paper,　a　quasi-static　cyclic　test　was　performed　on　an　integral　abutment-steel　H-pile　specimen　considering　the　interaction　of　the　soil　with　the　abutment　and　pile　in　order　to　evaluate　its　seismic　response.　The　results　in　terms　of　failure　mechanism,　deformation,　earth　pressure　distribution,　hysteretic　behavior,　backbone　curve,　stiffness,　damping　ratio,　and　ductility　are　briefly　discussed.　The　results　indicated　that　the　interaction　of　the　backfill　soil　with　the　abutment　and　pile　could　significantly　improve　the　overall　cyclic　response　of　the　IAJB.　In　addition,　the　integral　abutment-steel　H-pile　structure　has　good　ductility　and　energy　dissipation　capability.