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As per demand of current construction many projects are running such as metro construction, bridges, tall building, and industries, etc. In such type of construction where the soil bearing capacity (SBC) is very low it is necessary to provide pile foundation. Conduction of dynamic analysis is for different pile group for earthquake. The stress resting action increases with the group action of piles. Present study describes about pile group, modeling of four piles and eight pile groups takingdoi:10.30732/rjet.20200901006 fatcat:nocoetqvbbcfbnj5xpkpu4ao44