For　researching　seismic　response　and　piles＇　bending　moment　distribution　regularity　of　the　slope　reinforced　by　cantilever　stabilizing　pile,　some　seismic　response　model　experiments　of　slope　reinforced　by　cantilever　stabilizing　pile　were　carried　out　by　using　large-scale　shaking　table　in　Beijing　University　of　Technology＇s　Structures　Laboratory.　During　the　experiments,　inputted　earthquake　motion　of　Chonghua　town,　recorded　the　time　course　of　changes　of　the　acceleration　of　the　slope　at　different　positions　and　made　comparative　analysis　and　collected　strain　of　the　pile　so　as　to　analyze　the　bending　moment　distribution　of　the　pile.　The　results　show　that:　in　the　process　of　earthquake,　the　slope　acceleration　enlarged　from　the　bottom　to　the　top;　and　the　enlarged　effect　of　slope　top　achieved　maximum.　The　reinforcement　effect　and　the　soil　arching　effect　of　cantilever　stabilizing　pile　restrict　the　dynamic　response　of　the　soil　near　the　pile.　The　strain　of　the　interface　between　the　mounted　side　and　the　cantilever　part　of　the　pile　increases　rapidly　as　the　input　of　seismic　wave;　the　strain　of　the　cantilever　part　decreases　with　the　increase　in　height;　those　reflect　the　convex　distribution　regularity　of　the　bending　moment　of　the　cantilever　sliding　pile.