In　the　shaking　table　model　test　on　liquefiable　sandy　soil,　the　duration,　frequency,　energy　and　other　characteristics　of　ground　motion　have　changed　after　the　seismic　record　time　is　compressed　according　to　the　time　similarity　ratio,　and　it　will　have　a　significant　impact　on　the　dynamic　response　of　liquefiable　foundation　under　seismic　loading.　The　time　compression　ratio　is　the　only　variable　in　this　series　of　shaking　table　model　tests,　and　the　effects　are　analysed　by　the　characteristics,　such　as　macroscopic　phenomena,　acceleration,　pore　water　pressure.　The　effect　of　dynamic　response　of　liquefied　site　in　the　shaking　table　tests　with　seismic　record　after　time　holding　compression　is　researched　in　this　paper.　Results　show　that　when　the　PGA　of　the　input　ground　motion　is　similar,　liquefied　site　may　not　be　liquefied　if　the　seismic　record　time　is　compressed.　The　longer　the　duration,　and　the　greater　the　energy　of　the　ground　motion,　excess　pore　water　pressure　accumulates　rapidly,　and　the　phenomenon　of　soil　liquefaction　and　the　filter　isolation　effects　are　obvious.　According　to　the　results　of　the　tests,　it　is　suggested　that　the　original　ground　motion　could　be　directly　adopted　by　the　shaking　table　tests　regarding　liquefaction　as　research　objective.　©　2019,　Science　Press.　All　right　reserved.