In　many　underground　rock　projects,　rock　masses　are　subjected　to　coupled　static-cyclic　dynamic　loading.　In　this　paper,　dynamic　tests　were　carried　out　on　granite　specimens　using　a　modified　split　Hopkinson　pressure　bar　to　study　the　dynamic　characteristics　and　energy　evolution　of　the　rock　under　coupled　static-cyclic　impact　loading.　The　results　show　that　both　the　dynamic　characteristics　and　the　energy　evolution　of　granite　are　sensitive　to　the　number　of　repeated　impacts　and　the　confining　pressure.　Under　the　same　confining　pressure,　the　dynamic　increase　factor　(DIF),　dynamic　elastic　modulus,　and　transmitted　energy　ratio　decreases,　while　the　cumulative　dissipated　energy,　cumulative　specific　energy　dissipation　and　dissipated　energy　density　tend　to　increase　as　more　impact　cycles　are　applied.　The　effect　of　confining　pressure　on　enhancing　the　mechanical　property　of　the　rock　is　pronounced:　the　peak　stress　of　rocks　under　confining　pressure　during　cyclic　impact　is　higher　than　their　quasi-static　compressive　strength,　and　the　DIF　increase　as　the　confining　pressure　increases.　However,　its　effect　on　the　dynamic　elastic　modulus　is　fairly　insignificant.　The　confining　pressure　could　change　the　crack　propagation　path　of　the　specimens,　and　the　failure　mode　is　mainly　a　tensile　failure,　with　no　obvious　axial　splitting.　By　increasing　the　confining　pressure,　the　energy　dissipation　capacity　of　the　rock　is　significantly　improved,　and　its　increased　rate　of　internal　damage　could　be　slowed　down.