Numerical Simulation of the Excess Pore Water Pressure Caused by Sinking Pile in Saturated Soft Clay

The principal view of this article is to discuss the excess pore water pressure distribution over tine, the effective stress increases with the dissipation of excess pore pressure variation. This paper demonstrates the comparison between the pore pressure variation and Vesic cylindrical expansion theory by using ABAQUS finite element software to simulate the discipline of excess pore water pressure distribution and dissipation of the pile driving process. The changing rules of excess pore water pressure were studied, which would provide an important basis for the design and construction of the similar projects.