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Pile group is a particular type of deep foundations which is designed and installed as the ultimate solution to foundation construction, load transitio n t the resistant subsurface layers, providing lat eral resistance, and overcoming the poor performance of surface soils. Pile design should be done with respect to structural consideration, the load-carry ing capacity of the surface and surrounding soil, settlement, and constructional, technical and envir o mental problems. Piles are mostly and widely utilized in coastal and offshore structures, and su stain vertical and lateral loads. Considering the imposed loads on structure, the effect of these loa ds on the pile behavior should be analyzed with an appropriate method. In this study, a 4x4 pile group with piles of 100-cm diameter and center-to-center  spacing of 2, 3, 4 times the diameter is modeled us ing the Plaxis 3D foundation program, which uses the finite element method, and the Mohr-Coulomb mod el, and the behavior of piles subjected to loading, driven in sand, are investigated. Taking t he achieved results, the mechanism of the pile grou p behavior under composite loads, adjacent structure loads, and bending moment are calculated, and displacement in the x-direction, y-direction and al ong the length, the bending moment and the axial force for each pile within a distance of 2, 3, 4 ti mes the diameter are attained.

STUDY ABOUT THE EFFECTS OF PILE SPACING ON THE PERFORMANCE OF PILE GROUP UNDER COMPOSITE LOADS, ADJACENT STRUCTURE LOADS, AND BENDING MOMENT IN SAND