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 …

In this paper, novel stability solutions of unsupported conical slopes in anisotropic clays are
presented by using the lower bound and upper bound finite element limit analyses under an …

New plastic solutions of the pullout capacity factor for cylindrical suction caissons in
anisotropic clays are presented in this paper. These solutions are derived by employing the …

The novel stability solutions of unsupported conical slope in anisotropic and
inhomogeneous clays utilizing the lower-bound (LB) and upper-bound (UB) finite-element …

A semi-analytical method is developed for solving the dynamic response of transversely
isotropic, multilayered, and poroelastic half-spaces with different surface hydraulic …

The coupled horizontal and rocking vibrations of a rigid circular disc resting on a
transversely isotropic (TI) and layered poroelastic half-space is solved by a newly developed …

Analytical methods based on linear elasticity have been used to model the dynamic
response of foundations. These solutions commonly assume that soils are isotropic and …

The response of a circular foundation embedded in a multi-layered transversely isotropic
poroelastic half-space under time-harmonic vertical loading is analyzed by treating the …

Fundamental solution for the time-harmonic vertical vibration of a rigid circular disc
embedded in a transversely isotropic and layered poroelastic half-space is developed using …

In this paper, elastodynamic responses of the layered transversely isotropic unsaturated
subgrade–pavement system subjected to the moving load are investigated. The unsaturated …