The rapid growth of major offshore structures over the past two decades around the world led to a rapid increase in the number of offshore structures even under unfavorable ground conditions. The foundation of offshore structures in such an unfavorable sub-field poses a challenge for both geotechnical and structural engineers. Pile bases are generally preferred when the heavy loads of the structure have to be transferred through the weak subsoil to the hard layers. These foundations in some situations undergo a significant amount of lateral loads in addition to vertical loads. The lateral forces may be due to the impact of ships during docking and the action of waves in the case of offshore structures. Batteries are commonly used to support bridge structures, tall buildings, and transmission line towers. Towers and offshore structures are often subject to overturning due to wind, wave pressure and the impact of the ship. These turning moments are transferred to the foundation of the structure in the form of horizontal and vertical loads. The type of foundation usually recommended for such load conditions is the combination of vertical and batting piles. In practice, the batteries are used in groups and are connected by a cap on the battery heads. The spacing between the piles, the arrangement of the piles, their mass and the direction of the load have an important role in the evaluation of the behavior of load deformation of the groups of piles under lateral loads. When the stacks are tilted at an angle to the vertical, they are called Batter Stacks. Batter stacks are effective enough to load laterally. The usual assumption in the design of a slope stack is that the stack is capable of withstanding the same axial load as a vertical stack of the same type and size and driven into the same layer.