Based　on　the　background　of　metro　construction　in　Nanjing　city,　a　large-scale　shaking　table　test　is　accomplished　to　model　the　dynamic　soil-tunnel　interaction　with　liquefiable　soils　included　in　site.　According　to　the　aim　and　characteristic　of　test,　the　essential　rules　used　to　supervise　the　scale　ratio　design　of　test　are　formulated　and　the　scale　relations　and　the　ratio　of　model　system　are　deduced.　How　to　prepare　the　model　soils　and　to　build　the　model　structure　are　studied.　Physical　characteristics　of　model　soils　and　micro-concrete　are　given　by　lab　tests.　According　to　the　earthquake　response　characteristic　of　metro　tunnel　calculated　by　finite-element　method,　arrangement　plans　of　sensors　are　made.　At　last,　three　waves　of　earthquake　ground　motion　are　selected　as　inputs　and　loading　conditions　are　set　out　by　considering　the　earthquake　environment　of　Nanjing　city.　Test　results　prove　that　the　shaking　table　test　scheme　for　dynamic　soil-metro　tunnel　interaction　is　reasonable.　Analysis　of　the　test　results　will　make　in　another　paper.