Strength and Ductility Improvement of of Low Confinement Spun Pile with Steel Jacket Strenghtening

Spun piles adjacent to pile cap need sufficient confinement to ensure the formation of plastic hinges during severe earthquakes. However, the high confinement ratio required for precast piles according to ACI 318-19 results in tightly spaced spirals, which are difficult to implement. Since higher confinement is only needed at specific regions of the pile, external transverse reinforcement using steel jacketing has been proposed as an alternative solution. An experimental and numerical study was conducted to evaluate the effectiveness. The experimental results showed that the jacket enhanced both the strength and energy dissipation of the connection, but had only a minor effect on its ductility. A parametric study using finite element analysis was performed to investigate the parameters influencing connection behavior. The results indicated that variations of jacket thickness did not significantly impact the connection's performance. A jacket height equal to 1.5 times the pile diameter was found to be the maximum effective length. It was also observed that higher axial loads led to a sudden loss of connection strength, thereby reducing ductility. Partial bonding between the jacket, grout, and pile was found to be acceptable within a certain range. Different from the experiment, the numerical analysis found that the steel jacket increasae the ductility.