Decades of high-speed railways operation around the world have revealed an increasing
number of maintenance issues of pile-supported embankments subjected to long-term …

This paper proposed an analytical solution for investigating the dynamic response of a pipe
pile subjected to a torsional harmonic excitation torque in unsaturated soils. Based on the …

Although soil is typically an unsaturated (three‐phase) medium, previous studies on the
dynamic impedance of pile groups primarily considered the piles embedded in either the …

Based on the mixture theory, considering the flow-independent viscosity related to solid
skeleton, the present work investigates the propagation characteristics of Rayleigh wave in …

Incorporation of nonhomogeneous and the three-phased nature of soils (composed of
particles, water and gas) can more rationally reflects the dynamic response of pile …

In the present work, the phenomenon of reflection and refraction of homogeneous plane-P 1-
wave is considered at the plane interface between a thermoelastic solid medium and an …

An analytical solution of unsaturated poroelastic transversely isotropic (TI) half‐space under
surface time‐harmonic load with consideration of compressibility, viscous and inertial …

Periodic wave barriers have been widely used to mitigate ambient vibration. However,
almost all the studies on the performance of periodic wave barriers are conducted under the …

The analytical representation of kinematic interaction between pipe pile and unsaturated soil
subjected to vertical SH-waves is revisited using three-dimension continuum modelling. The …

This paper investigates the three-dimensional (3D) axisymmetric dynamic response of an
unsaturated poroelastic transversely isotropic half-space subjected to different vertical …