Dynamic impedances of piles and groups of piles in saturated soils

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A numerical model for the isolation of moving-load induced vibrations by pile rows embedded in layered porous media (2009, background): “Since the influence of the hydraulic boundary condition at the interfaces between the half-space and the piles is insignificant with respect to the pile response, the exact hydraulic boundary condition on the pile–soil interface is ignored in this study (Halpern and Christiano, 1986; Maeso et al., 2”
3-D boundary element-finite element method for the dynamic analysis of piled buildings (2011, methodology): “Such a formulation was motivated by the need to develop a flexible and accurate methodology to tackle the problem, and also by the necessity of reducing the meshing efforts and the number of degrees of freedom of the model with respect to a multi-domain boundary element approach, as the one used in ”