Abstract: 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.