Based　on　a　metro　station　structure　of　three　stories　and　three　spans　at　a　liquefiable　ground,　a　series　of　shaking　table　tests　is　conducted,　in　which　the　acceleration　response,　strain　response　and　horizontal　displacement　of　the　station　structure　itself　are　tested.　And　the　pore　water　pressure,　acceleration　and　seismic　subsidence　of　the　foundation　soil　are　also　measured.　This　paper　mainly　analyzes　the　dynamic　response　rules　of　the　foundation　soils　under　the　influence　of　liquefaction　effect　and　it　also　summarizes　the　development　law　of　pore　water　pressure　for　liquefaction　ground　around　station.　Moreover,　seismic　subsidence　characteristics　as　well　as　the　dynamic　soil　pressure　on　the　side　walls　are　concluded.　The　results　indicate　that　the　structure　has　an　obvious　effect　on　the　distribution　of　the　pore　water　pressure　field.　At　the　same　depth　of　soil,　the　peak　of　the　pore　water　pressure　of　each　measured　point　near　the　structure　is　less　than　that　far　from　the　structure.　The　dissipation　rate　of　the　pore　water　pressure　is　gradually　slowed　down　from　bottom　to　top.　The　structure　has　a　movement　upward　relative　to　the　foundation　in　the　process　of　earthquake;　and　the　floating　phenomenon　is　obvious　under　strong　ground　motion.　The　dynamic　earth　pressure　of　the　side　walls　is　decreasing　with　increased　depth;　and　the　earthquake　characteristics　have　a　significant　influence　on　the　dynamic　earth　pressure.