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.