Taking　Zhoutouzui　Immersed　Tunnel　project　in　China　as　the　background,　a　series　of　shaking　table　model　tests　on　immersed　tunnel-joint-soil　were　conducted　under　two　horizontal　directions　seismic　ground　motions　at　the　multiple　shaking　table　testing　system　in　Beijing　University　of　Technology.　They　were　performed　using　a　rigid　prefabricated　continuous　soil　container　with　the　dimensions　of　7.7　meters　long,　3.2　meters　wide　and　1.2　meters　high.　El　Centro,　Tianjin　and　Guangzhou　artificial　ground　motion　records　were　selected　as　the　seismic　input.　The　three　ground　motions　were　scaled　to　three　levels　(0.25,　0.75,　and　1.5g).　A　new　tunnel　model　joint　component　was　designed　to　simulate　the　immersed　tunnel　joint.　In　the　paper,　the　axial　force　and　deformation　of　model　immersed　joints　were　obtained　by　using　the　pull-press　sensors　and　laser　displacement　sensors　through　shaking　table　tests　and　the　law　of　dynamic　response　can　be　summarized.　Test　results　can　provide　technical　support　and　theoretical　basis　for　immersed　tunnel　engineering　design.　©　2019　Associazione　Geotecnica　Italiana,　Rome,　Italy.