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Different phenomena such as soil consolidation, erosion, and scour beneath an embedded footing supported on piles may lead to loss of contact between soil and the pile cap underside. The importance of this separation on the dynamic stiffness and damping of the foundation is assessed in this work. To this end, a numerical parametric analysis in the frequency domain is performed using a rigorous threedimensional elastodynamic BEM-FEM coupling method. Dimensionless plots relating dynamic stiffnessdoi:10.1002/nag.782 fatcat:driwywuocvbjla2zbukxgsug4q