In　recent　years,　liquefaction　of　saturated　sand　has　been　observed　in　large　earthquakes　around　the　world　and　the　foundation　failure　and　pile　foundation　settlement　caused　by　liquefaction　of　saturated　sand　have　caused　a　lot　of　overturning　and　destruction　of　buildings.　Liquefaction　and　saturated　sand-underground　structures　dynamic　interaction　are　still　important　research　topics　in　geotechnical　seismic　engineering.　Shaking　table　test　is　an　effective　method　to　research　liquefied　site-structure　dynamic　interaction.　In　this　paper,　domestic　and　foreign　materials　of　the　shaking　table　test　were　sorted　out.　The　development　of　shaking　table　test　on　liquefaction　site　and　soil-structure　interaction　was　reviewed　from　aspects　of　shaking　table　model　box　design,　soil　boundary　simulation,　and　model　similarity　law.　The　shaking　table　tests　of　saturated　sand,　pile　foundation　and　subway　station　were　briefly　introduced.　©　2019,　Editorial　Department　of　Journal　of　Beijing　University　of　Technology.　All　right　reserved.