Basing　on　Huolangyu　tunnel,　the　authors　use　the　finite　software　MADIS-GTS　to　analyze　stress　field,　displacement　field,　and　plastic　zone　distribution　of　the　surrounding　rock　under　tunnel　entrance　excavation.　They　also　study　stress　distribution　rules　of　unsymmetrical　pressure　section　with　backfilled　soil.　After　a　comparative　analysis　of　the　monitoring　data,　the　authors　define　the　key　controlled　zones　of　rock　unsymmetrical　deformation　and　stress　concentration,　they　advise　some　effective　measures　to　avoid　partial　tunnel　destruction.　Through　monitoring　the　blasting　vibration　on　key　controlled　zones,　the　authors　analyze　the　correlation　between　blasting　vibration　effect　and　blasting　condition,　they　put　forward　the　blasting　vibration　control　technology,　such　as　stress　improvement　of　surrounding　rock,　the　multi-stage　small　wedge　cutting　holes,　reasonable　holes　design,　information-based　construction,　optimized　blasting　parameter.　The　methods　will　ensure　the　excavation　safety　in　shallow　buried　tunnel　under　unsymmetrical　pressure.　©　2013　Taylor　&　Francis　Group.