To　eliminate　the　effect　of　blasting　vibration　on　subway　construction　and　the　surrounding　structures　in　shallow　buried　tunnel,　several　vibration　monitoring　tests　were　conducted　on　the　Zhongyinggong-Xiaoxigou　segment　of　Xinjiang　Urumqi　Line　1　subway　tunnel　surface.　The　vibration　velocity　decreases　gradually.　By　HHT　transform　analysis　of　blasting　vibration　signal,　it　is　concluded　that　the　vibration　energy　generated　by　blasting　is　mainly　distributed　in　the　time　period　of　0~1.5　s　and　low　frequency　band　of　0~50　Hz.　Dividing　cut　holes　into　several　segments　can　significantly　reduce　the　surface　vertical　vibration　velocity,　and　it　effectively　control　the　impact　of　the　tunnel　blasting　construction　on　the　surrounding　structures.　©　2018,　Editorial　Department　of　Transaction　of　Beijing　Institute　of　Technology.　All　right　reserved.