To　simulate　the　dynamic　evolution　of　shear　band　in　soil,　the　numerical　manifold　method　(NMM)　and　the　Drucker　Prager　model　(DP)　are　used.　Considering　that　the　soil　does　not　bear　tension,　the　tensile　part　of　DP　is　cut　off.　Then　the　constitutive　integration　could　be　reduced　to　mix　complementarity　problem,　which　is　solved　by　the　Gauss　Seidel　projection　contraction　method　(GSPC).　The　discretization　sequence　is　altered　to　resolve　the　transfer　issue　of　degrees　of　freedom　when　dealing　with　dynamic　discontinuities　evolving.　Different　with　the　traditional　discretization　approach,　the　discretization　of　temporal　variable　is　set　prior　to　that　of　spatial　variable　so　that　all　the　degrees　of　freedom　are　valid　only　in　a　current　step　without　the　necessity　to　be　transferred　to　the　next　time　step.　In　this　way,　the　shear　band　tip　could　stop　anywhere　naturally,　without　being　improperly　forced　to　stay　on　the　element　edge.　For　simplicity,　the　shear　band　is　treated　as　a　strong　discontinuity　with　zero　width.　The　interface　contact　is　described　by　the　NMM　contact　approach　where　open-close　iteration　is　involved.　Finally,　a　soil　dam　is　studied　to　check　the　capability　of　the　proposed　method　to　capture　the　dynamic　evolution　of　shear　band.