Shotcrete　construction　has　some　drawbacks,　such　as　poor　working　environment,　high　energy　consumption,　slurry　running,　and　slurry　leakage.　Thus,　a　novel　support　scheme　by　integrating　a　steel-corrugated　plate　combined　with　a　mold　bag　concrete　is　proposed.　A　field　experiment　is　conducted　on　a　circular　shaft　using　the　inverted　hanging　shaft　wall　reverse　construction　method,　and　the　change　law　of　perfusion　pressure　and　its　influence　are　analyzed.　The　following　are　the　results　obtained　in　this　study.　(1)　The　mold　bag　concrete　can　fill　the　structural　gap　and　reserved　space　between　the　excavation　surface　and　steel-corrugated　plate　to　form　a　composite　structure　with　certain　strength　and　stiffness,　which　can　maintain　the　stability　and　resist　the　deformation　of　the　excavation　face.　(2)　The　on-site　monitoring　results　show　that　in　the　process　of　concrete　pouring,　the　concrete　in　the　mold　bag　has　good　fluidity　and　can　completely　fill　the　mold　bag.　Then,　the　pouring　pressure　dissipates　gradually,　and　the　circumferential　strain　produced　by　the　steel-corrugated　plate　is　small.　The　supporting　structure　is　subjected　to　uniform　force　under　such　working　conditions.　(3)　The　geotextiles　selected　in　the　test　have　the　characteristics　of　air　and　water　permeability,　which　can　effectively　solve　the　problems　of　slurry　running　and　leakage　during　shotcrete　construction.　(4)　The　proposed　supporting　structure　provides　innovative　ideas　for　tunneling　and　similar　underground　engineering　support　technology,　which　is　of　great　significance.　©　2022　Authors.　All　rights　reserved.