With　the　development　of　the　construction　technique　of　pile　sleeves　driven　by　high　frequency　vibratory　hammers,　the　cast-in-place　piles　have　been　widely　used　in　construction　engineering.　However,　the　studies　on　the　penetration　speed　of　sleeves　for　cast-in-place　piles　driven　by　high　frequency　vibratory　hammers　are　still　not　complete.　Assuming　rigid　body　for　the　sleeve,　the　soils　around　the　sleeve　were　divided　into　several　concentric　circular　cylinders.　Considering　the　soil　plugging　effect　during　vibratory　sleeve　driving,　the　shear　between　the　soil　elements　outside　the　sleeve　and　the　vertical　stress　at　the　sleeve　bottom　were　calculated　by　using　the　Gudehus-Bauer　hypoplasticity　constitutive　model.　The　penetration　speed　was　obtained　by　modelling　of　the　high-frequency　vibratory　driving　of　the　cast-in-place　pile　sleeve　into　sand.　To　validate　the　calculation　model,　the　penetration　speed　obtained　by　the　calculation　model　was　compared　with　those　by　the　experiment　and　the　finite　element　simulation.　The　influence　of　the　void　ratio　of　foundation　soil,　the　vibration　frequency　and　sleeve　diameter　on　the　penetration　speed　of　sleeve　is　analyzed　through　parametric　analysis.　The　calculation　model　provides　a　reliable　way　for　practical　engineering　to　quickly　and　accurately　predict　the　penetration　speed　of　sleeve.　©　2018,　Science　Press.　All　right　reserved.