The present paper is the study of the performance of strip footing placed on sandy slope stabilized with a number of rows of piles at various locations. The parameters such as a number of pile rows and location of pile rows are varied. The length of piles, the diameter of piles, the spacing between two adjacent piles in a row and setback distance of strip footing were kept constant. The study revealed that provision of rows of piles along the slope improves the bearing capacity of strip footing. The bearing capacity increases as the number of rows of piles increases.