A numerical analysis has been performed on the piled raft subjected to uniform vertical load and static horizontal load on piled raft foundation. The applied horizontal load was about 6%, 8%, 9% and 12% of vertical applied load. A constant spacing and uniform length to diameter ratio of 3x3 pile group of piled raft models have been adopted in the present study. These models were validated first and then analysis of adopted finite element models resting on cohesion less soil has been carried out. The rigid and hinged pile head connectivity with raft has been considered. The effect of raft-soil stiffness has been adopted in the study. Normalized axial forces, normalized bending moment and normalized lateral displacement of piles throughout its length have been studied. In the case of rigidly connected piles of piled raft, the maximum positive moment of the piles was reached near the top and the maximum negative moment was found at the middle one-third section of the pile depth. The bending moment at the top was zero in case of hinged connected piles of piled raft and the highest positive moment was reached at one-third portion of pile depth from the top. Furthermore, at the bottom end of the pile it decreased to about zero. The influence of increment of horizontal load on vertically loaded piled raft has been examined too. With an increase in horizontal load from 6% to 12% of applied vertical load, the piled raft with rigid connected piles displaced 8 percent −20 percent lower than the piled raft with hinged connected piles at a constant value of relative raft rigidity.