Abstract: To study the variation of the pile driving resistance of static pressed steel sheet pile in layered soils, a layered soil model of the static pressed steel sheet pile is established by using the ABAQUS finite element software. The variation characteristics of the pile driving resistance with the pile penetration depth in the process of the pile driving are discussed in this paper. At the same time, comparative studies are performed with different constitutive models (such as extended Drucker Prager model and Mohr Coulomb model) in sand layer in combination with an engineering case history. The results show that the resistance of the steel sheet pile increases gradually with the penetration depth of 3 meters, and then tends to be stable. The research results can provide a reference for the engineering practice of similar static pressed steel sheet piles. 

Key words: Steel Sheet Pile, Pile Penetration Analysis, End Bearing Resistance, Side Friction Resistance, Numerical Simulation