To　study　the　rock’s　damage　characteristics　near　the　blast-hole　in　high　slopes　and　throwing　trajectory　under　blasting　load,　a　numerical　model　of　the　high　slope　throwing　blasting　rock　was　established　by　using　the　HJC　fracture　damage　evolution　model　(Holmquist–Johnson–Cook)　combined　with　ANSYS/LS-DYNA.　Based　on　the　slope　blasting　simulation　results,　the　rock’s　fracture　damage　range　and　the　fracture　and　crack　zones’　radii　are　determined.　Meanwhile,　the　correlation　between　the　fracture　damage　range,　the　rock’s　damage　degree　near　the　blast-hole　and　the　distance　from　the　center　of　explosion,　particle　peak　vibration　velocity,　compressive　strength　as　well　as　dynamic　tensile　strength　is　investigated.　Based　on　the　above,　three　methods　are　put　forward　to　determine　the　damage　PPV　threshold　of　the　near-field　rock,　that　is,　vpp∗　can　be　obtained　by　the　maximum　tensile　stress　criterion,　by　establishing　a　statistical　correlation　between　the　peak　tensile　stress　and　PPV,　and　by　the　rock’s　damage　degree　(D　=　0.19).　By　controlling　the　blast-hole　charge’s　uncoupled　charging　coefficient,　the　rock’s　damage　range　near　the　blast-hole,　as　well　as　the　functional　relationship　between　the　explosion　center　distance　and　the　damage　degree　near　the　blast-hole　under　the　condition　of　4　kinds　of　uncoupled　coefficient　are　determined.　©　The　Author(s),　under　exclusive　licence　to　Springer　Nature　Switzerland　AG　2025.