The regional subsidence that occurs in Mexico City derives from the overexploitation of water for the supply of the city. This phenomenon has a consequence on the foundation elements, such as piles. The effect that is generated is known as negative skin friction. The mechanical elements are quantified with special attention to the axial load that is generated in a pile group subjected to a double consolidation process. Models were developed base on the Finite Element Method in three dimensions (FEM 3D) based on end-bearing piles using the PLAXIS 3D program. Based on the results obtained, the structural evaluation of the piles was made to know the influence of negative skin friction.