A　model　structure　of　three-story　and　three-span　subway　station　at　liquefiable　ground　was　analyzed　considering　the　far　field　and　the　near　field　ground　motion　based　on　a　metro　station　in　Nanjing.　Problems　existed　in　the　large-scale　shaking　table　model　test　were　discussed　and　the　relevant　solutions　were　proposed,　which　included　the　development　of　flexible　box　and　dynamic　data　acquisition　system,　as　well　as　the　determination　of　structure　and　soil＇s　similarity　criterion.　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　were　measured.　Results　show　that　the　soil　under　near　field　and　far　field　ground　motion　presents　an　amplification　phenomenon　with　low　frequency.　However,　the　degree　of　amplification　effect　and　the　frequency　range　appear　to　be　a　great　difference　for　the　distinction　of　spectrum　characteristics　between　near　field　and　far　field.　The　fundamental　frequency　of　shallow　soil　is　close　to　the　dominant　frequency　of　the　motion　when　it　comes　to　the　far　field　motion;　the　soil＇s　amplification　effect　seems　to　be　significant.　The　existence　of　the　underground　structure　has　remarkable　influence　on　the　seismic　dynamic　characteristics　of　adjacent　soil.