In　this　study,　repeated　compression　tests　were　conducted　for　ultra-high-performance　fiber　reinforced　concrete　(UHPFRC)　under　three　different　impact　pressures.　Results　showed　that　as　the　impact　number　increased,　the　strain　rate　approximately　showed　a　proportional　increase,　and　the　plateau　region　of　the　dynamic　stress-strain　curve　became　more　prominent.　Besides,　when　the　repeated　impacts　increased,　the　maximum　strain　and　dynamic　toughness　both　exhibited　upward　trends,　while　the　peak　stress　decreased.　The　average　toughness　was　positively　correlated　with　the　strain　rate.　Additionally,　under　high　repeated　impact　loads,　a　single　crack　propagated　rapidly　within　the　UHPFRC　specimen　after　single　impact.　Conversely,　cracks　propagated　from　the　center　to　the　periphery　on　the　surface　of　the　specimen　when　repeated　loads　were　low.　Furthermore,　a　quantitative　evaluation　method　for　the　damage　of　UHPFRC　under　repeated　impact　loads　was　proposed　based　on　the　characteristic　parameters　of　the　gray-level　co-occurrence　matrix　(GLCM).　The　plateau　region　appeared　in　the　dynamic　stress-strain　curves　of　UHPFRC.Dynamic　responses　of　UHPFRC　showed　a　three-stage　tendency　under　low-impact　loads.As　the　strain　rate　increased,　the　dynamic　failure　patterns　of　UHPFRC　changed.A　novel　damage　evaluation　method　was　developed　for　UHPFRC　under　repeated　impact　loads.