In　this　large-scale　shaking　table　model　test,　the　acceleration　responses　of　soil　and　structures　and　pore　water　pressures　and　other　signals　are　measured.　The　seismic　responses　of　soil　and　pile　group　foundations,　the　development　of　pore　water　pressure　of　liquefiable　soil　are　introduced,　and　the　lateral　deformation　of　soil　is　analyzed.　The　results　show　that　when　0.05g　beat　wave　is　input,　the　acceleration　responses　of　soil　and　pile　foundation　are　enlarged　obviously,　and　the　pore　pressure　ratio　increases　stightly　throughout　the　soil.　Besides,　the　lateral　displacements　of　soil　are　small.　When　0.3g　Wenchuan　Earthquake　seismic　record　is　input,　the　law　of　acceleration　response　of　pile　foundation　is　basically　the　same　as　that　of　soil.　The　pore　pressures　rise　rapidly　and　the　soil　has　been　liquefied,　and　lateral　displacements　of　soil　are　large.　The　results　of　this　paper　are　dynamic　response　of　liquefied　non-free　site　test　in　a　series　of　large-scale　shaking　table　tests　on　soil-pile　group-superstructure　system.　The　results　can　be　used　for　comparative　analysis　and　verification　of　numerical　simulation　in　the　future.　©　2019,　Editorial　Office　of　Chinese　Journal　of　Geotechnical　Engineering.　All　right　reserved.