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 …

Based on Biot's theory of wave propagation in saturated porous media, a new analytical
approach for the vertical vibration of a floating pile in saturated viscoelastic soil is proposed …

A novel approach is presented to describe the dynamic interaction system of a large-
diameter floating pipe pile and surrounding soils, taking the three-dimensional wave effects …

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 …

Studies associated with dynamic plate–medium interactions generally assumed the plate
structures to be permeable for the sake of convenience. But the effect and applicability of …

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 …

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 …

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 …

The development of settlement at pile heads due to vertical loads is one of the most
important factors in pile design. For large-scale pile-supported infrastructure and elevated …