To　cater　to　the　problems　of　a　poor　working　environment,　a　large　amount　of　rebound,　and　the　high　energy　consumption　of　sprayed　concrete　in　tunnel　engineering,　this　paper　proposes　a　new　support　scheme　with　a　steel　corrugated　plate　combined　with　mold　bag　concrete.　Analytical　solutions　of　stresses　for　steel　corrugated　plate　and　mold　bag　concrete　were　deduced　based　on　the　thin-walled　cylinder,　and　then　their　strength　safety　factors　were　presented.　Subsequently,　a　series　of　numerical　simulations　were　conducted　to　investigate　the　mechanical　performance　of　the　third　ring　of　the　main　structure　based　on　the　＇load-structure＇　3D　model.　The　numerical　results　were　verified　using　the　classical　theoretical　analysis　and　the　proposed　model,　and　then　parametric　studies　were　performed　through　the　numerical　method.　Finally,　field　tests　in　a　circular　shaft　were　carried　out　to　verify　the　feasibility　of　the　structure　and　process　and　the　engineering　effect.　The　results　show　that　the　combination　of　steel　corrugated　plate　and　mold　bag　concrete　is　feasible　and　can　realize　rapid　support　technology　for　underground　engineering,　which　provides　a　new　idea　for　the　supporting　technology　of　underground　engineering　such　as　tunnels.