According　to　a　subway　station　structure　of　three　stories　and　three　spans　in　soft　silty　clay　site,　a　series　of　shaking　table　tests　on　the　dynamic　interaction　between　soil　and　underground　structures　under　both　near　and　far　field　ground　motion　are　conducted.　In　this　test,　parameters　such　as　acceleration,　horizontal　displacement,　strain　response　of　the　station,　and　the　pore　water　pressure,　acceleration,　seismic　subsidence　of　soil　and　dynamic　soil　pressure　on　the　sidewall　are　measured.　This　paper　mainly　analyzes　the　acceleration　of　soil　under　both　near　and　far　field　ground　motion,　also　studies　the　characteristics　of　the　seismic　subsidence.　The　results　show　that　the　frequency　spectrum　of　soils　present　a　amplification　phenomenon　with　low　frequency　under　near　and　far　field　motions,　however,　the　degree　of　amplification　effect　and　frequency　range　appear　to　be　a　great　difference.　Moreover,　the　soil　softening　occurs　under　strong　earthquake　and　then　the　spectrum　reflects　a　significant　concentration　effect.　Besides,　when　it　comes　to　the　far-field　motions,　the　values　of　soil＇s　baseband　are　approximately　equal　to　the　basic　frequency　of　the　strong　motion,　so　the　amplification　effect　of　the　soil　seems　more　significant.　In　addition,　the　surface　subsidence　becomes　more　serious　with　the　increasing　input　peak　acceleration,　while　the　vertical　relative　movement　between　the　station　structure　and　soils　seems　not　so　obvious.