Abstract: Batter piles are widely used in bridges, offshore drilling platforms and foundations of wind power projects, and their bearing characteristics are very complex. In order to reveal the bearing characteristics of single batter piles under the combined action of uplift force, horizontal force and torque, a laboratory physical model test of four batter piles in sandy soil foundation was carried out using a self-designed loading equipment, with which the influences of pile inclination angle, uplift and horizontal loads on the horizontal displacement, torsion angle, torque and bending moment of the piles were studied. The experimental results show that the horizontal bearing capacity of the batter piles increase with the increase of the pile inclination angle; the increase of the inclination angle and uplift load will lead to the decrease of ultimate torsional bearing capacity of the batter piles; the maximum bending moment of the batter piles increase with the increase of the pile inclination angle and uplift load; the combined loads can only transfer effectively to a certain depth for batter piles.