In recent years, inclined pile has been widely used in foundation engineering like the bridge piers, offshore drilling platforms, and large transmission line tower. It is of great practical significance to study the load transfer and bearing characteristics of inclined piles with different angles. The bearing characteristics of different inclined piles were simulated and analyzed considering the pile-soil contact characteristics using the ABAQUS software. The finite element analysis results show that: When pile inclination was less than 10°, inclined angle of the single pile has neglectable effect on ultimate bearing capacity. But it may produce a certain bending moment in the body of the pile and a certain lateral displacement on top of the pile; Decay rate of axial force alone the length of piles increased as inclination increased; The bending moment of the pile shaft mainly occur in the lower one-halfof pile length. Inclination of batter piles and vertical load had no effect on the position where the maximum appears; The inclined pile skin friction along the pile length shows “S” type distribution. The skin friction of the inclined pile in the long range of 1/6 pile was far greater than that of the vertical pile under the pile head.