The process of soil response influencing motion of the structure and vice-versa is termed as
soil-structure interaction (SSI). SSI has been traditionally considered to be beneficial to …

Employing Biot's dynamic equations and Novak's thin-layer theory, an analytical model for
the horizontal vibration of a single pile embedded in the radially heterogeneous saturated …

The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …

The horizontal vibration responses of pile groups are critical in pile engineering. However,
the majority of existing research has regarded soil as a single-phase medium and ignored …

Review of damage caused by recent earthquakes revealed that the vertical component of
ground motion exceeded the horizontal component in some places and caused structural …

This study develops an analytical framework to investigate the kinematic response of
offshore piles under vertically propagating S-waves considering hydrodynamic pressure …

This paper shows a BEM–FEM coupling model for the time harmonic dynamic analysis of
piles and pile groups embedded in an elastic half-space. Piles are modelled using finite …

The dynamic through–soil interaction between nearby pile supported structures in a
viscoelastic half-space, under incident S and Rayleigh waves, is numerically studied. To this …

Based on the theory of Biot's two-phase medium and Novak's thin layer, a coupled
mechanical model of pipe pile and radially inhomogeneous saturated soil is established by …

A new nearly continuous model of layered soil-pile interaction (LSPI) is developed in this
paper. The surrounding soil is modelled as an axisymmetric continuum and stratified in the …