In　this　study,　a　shaking　table　test　was　conducted　to　investigate　the　presence　of　a　liquefied　soil　layer　at　a　subway　station　bottom　plate.　The　seismic　responses　to　soil　and　station　structure　were　investigated　by　inputting　seismic　waves　of　different　intensities.　The　following　test　results　were　obtained.　As　the　intensity　of　the　seismic　response　increases,　liquefaction　occurs　in　the　soils　located　at　the　base　of　the　station.　The　remainder　of　the　soil　liquefies　to　a　lesser　degree　but　still　results　in　soil　subsidence　and　damage　to　the　soils　on　both　sides　of　the　station.　In　seismic　loading　conditions,　the　pore　water　pressure　undergoes　a　process　of　“rapid　growth　and　slow　dissipation”.　As　the　seismic　intensity　increases,　the　main　frequency　of　the　soil　near　the　structure　develops　from　a　high　to　a　low　frequency,　and　the　main　frequency　of　the　soil　far　away　from　the　structure　does　not　change　significantly,　indicating　that　the　presence　of　the　structure　has　a　significant　effect　on　the　working　conditions　of　the　soil.　The　peak　acceleration,　as　well　as　the　peak　maximum　dynamic　strain　in　the　center　column　of　the　station,　occurs　at　the　bottom　of　the　center　column　at　the　platform　level,　and　the　maximum　dynamic　strain　in　the　slab　occurs　at　the　bottom　slab　at　the　concourse　level.　©　2023　by　the　authors.