The　expansion　joints　and　bearings　can　be　eliminated　in　integral　abutment　bridges　(IABs)　to　fundamentally　resolve　their　durability　problems.　The　pile　beneath　the　abutment　is　considered　as　the　most　vulnerable　component　of　IABs　under　earthquake.　The　seismic　response　of　the　pile　in　IABs　could　be　reduced　by　using　the　pile　with　pre-hole　filled　by　damping　material　(called　pre-hole　isolation　pile).　In　this　paper,　a　finite　element　model　of　shaking　table　tests　on　the　pre-hole　isolation　pile-soil　system　under　sine　wave　load　was　established　by　using　ABAQUS/Explicit.　The　influence　of　the　input　wave＇s　frequency　and　the　dimension　of　pre-hole　on　the　dynamic　pre-hole　isolation　pile-soil　interaction　was　analyzed.　It　can　be　concluded　that　with　an　increase　in　the　dimension　of　pre-hole,　the　fundamental　frequency　of　pile-soil　system　decreased.　When　the　input　wave＇s　frequency　is　less　than　8　Hz,　the　pre-hole　isolation　pile　is　more　flexible　than　the　normal　pile.　When　the　input　wave＇s　frequency　is　4　Hz,　the　pre-hole　isolation　pile　with　larger　pre-hole　diameter　or　depth　shows　the　best　seismic　performance.　However,　when　the　input　wave＇s　frequency　is　8　Hz,　the　best　seismic　performance　of　pre-hole　isolation　pile　with　smaller　pre-hole　diameter　or　depth　is　obtained.　©　IABSE　Congress　Nanjing　2022　-　Bridges　and　Structures:　Connection,　Integration　and　Harmonisation,　Report.　All　rights　reserved.