To　obtain　the　dynamic　response　of　the　immersed　tunnel　and　its　joints　under　seismic　action,　with　Zhoutouzui　immersed　tunnel　project　in　China　as　the　background,　a　series　of　shaking　table　tests　on　immersed　tunnel-joint-soil　with　a　scaling　factor　of　1/60　are　conducted　under　uniform　earthquake　excitation　by　using　the　multiple　shaking　table　test　system　in　Beijing　University　of　Technology.　They　are　performed　using　a　rigid　prefabricated　continuous　model　box　with　the　dimensions　of　7.7　meters　long,　3.2　meters　wide　and　1.2　meters　high.　The　test　system　is　subjected　to　strong　ground　motions　from　El　Centro　record,　Taft　record,　Tianjin　record　and　Guangzhou　artificial　record　through　horizontal　longitudinal　and　horizontal　transverse　uniform　seismic　excitations.　The　model　tunnel　joint　components　are　designed　to　simulate　the　immersed　tunnel　joint,　and　the　axial　force　and　deformation　of　joints　are　obtained　by　using　the　pull-press　sensors　and　laser　displacement　sensors.　The　test　results　show　that　the　acceleration　time　histories　and　their　Fourier　spectra　of　different　model　tunnel　segments　are　different　from　each　other.　And　the　seismic　response　of　the　tunnel　structure　is　not　vibration　along　with　its　own　features,　but　is　subject　to　the　seismic　response　of　the　surrounding　soils.　Under　the　seismic　excitation　with　different　intensities,　the　force　distribution　of　joi　nts　can　provide　valuable　reference　for　aseismic　design　of　the　immersed　tunnels.　Under　different　seismic　inputs　with　different　intensities,　the　displacement　of　joint　1　is　the　maximum,　and　that　of　joint　2　is　the　minimum.　Such　change　law　makes　the　whole　tunnel　along　the　longitudinal　deformation　more　harmonious.　The　change　trend　of　displacements　along　the　positive　and　negative　directions　at　each　joint　is　basicly　parallel.　The　practical　water　stop　of　tunnels　is　in　a　safe　range　and　will　not　leak　by　converting　the　test　results　to　the　prototype　data.　©　2018,　Editorial　Office　of　Chinese　Journal　of　Geotechnical　Engineering.　All　right　reserved.