Taking　the　project　of　Huolangyu　tunnel　in　Mixing　road　as　the　background,　the　experiments　for　tunnel　blasting　excavation　and　ground　vibration　test　are　carried　out.　Based　on　the　measurement　of　the　waveforms　of　the　vibration　velocity　in　different　distances　away　from　the　tunnel　blasting　sources　on　the　ground,　the　vibration　characteristic　of　the　ground　and　its　varying　laws　are　studied.　The　results　of　the　monitoring　and　analysis　show　that:　(1)　Along　the　tunnel　excavation　direction,　the　vibration　velocity　shows　attenuation　trend　from　the　excavated　zone　to　non-excavated.　And　the　various　law　of　shallow　tunnel　excavation　blasting　vibration　is　closely　related　with　the　cross-section　size,　depth,　construction　techniques　and　geological　conditions,　and　so　on.　(2)　The　vibration　control　of　wedge　cutting　holes　blasting　is　the　key　of　reducing　or　eliminating　shallow　tunnel　vibrating　calamity.　And　the　choice　of　the　multi-stage　small　wedge　cutting　holes　instead　of　the　big　wedge　cutting　holes　can　noticeably　ameliorate　blasting　vibration　and　rock　fragmentation.　(3)　Comprehensive　monitoring　of　the　blasting　vibration　and　optimizing　blasting　parameter　can　improve　the　blasting　vibration　harm　and　construction　efficiency　and　reduce　the　consumption　of　materials　and　supplies　at　the　same　time.