Based　on　the　background　of　metro　construction　in　Nanjing　city,　a　large-scale　shaking　table　test　is　accomplished　to　model　the　dynamic　soil-metro　structure　interaction　with　liquefiable　soils　included　in　site.　During　the　test,　the　acceleration　response　of　model　site　and　subway　station,　the　dynamic　soil　pressure　of　structure　and　the　strain　response　of　subway　station　are　investigated.　It　proves　that　the　strain　responses　of　columns　are　greater　than　those　of　other　components.　At　the　same　time,　the　strain　responses　of　structure　at　the　bottom　of　side　walls　are　greater　than　those　at　the　top　of　them.　However,　the　strain　responses　of　horizontal　plates　are　correspondingly　smaller.　The　frequency　characteristic　of　inputted　earthquake　wave　has　obvious　effect　on　the　earthquake　response　of　subway　station.　For　the　same　peak　value　acceleration　used,　the　earthquake　response　of　subway　station　is　strongest　when　the　Nanjing　artificial　wave　is　inputted,　which　has　the　biggest　frequency　band　among　three　earthquake　waves　used.