Low strain integrity tests (LSITs) are the most popular non‐destructive methods for pile
testing. However, traditional LSITs have encountered unprecedented challenges as the …

The torsional low strain integrity test (TLSIT) is now regarded as the most potent alternative
to the longitudinal wave test for the existing pile evaluation. However, the lack of the 3D …

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 …

This study proposes an analytical solution for the torsional vibration of a floating pile in
unsaturated soil, factoring in the influence of construction disturbance. The shear complex …

The inhomogeneity of soil is a ubiquitous problem for pile foundations due to, for example,
pile installation (radial inhomogeneity) or the natural sedimentation of soil (vertical …

An analytical solution for investigating the torsional dynamic response of a pipe pile in
unsaturated poroelastic transversely isotropic soil under time-harmonic load is proposed. By …

This paper is concerned with the effects of inner soil on the vertical dynamic response of a
pipe pile embedded in a vertically multilayered and radially inhomogeneous soil. The soil is …

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 …

This paper presents lateral dynamic response of a pipe pile in saturated soil layer
considering the second-order effect of axial loads. The horizontal vibrations of saturated soil …

This paper is concerned with the torsional dynamic response of an end bearing pile
embedded in radially inhomogeneous saturated soil. The soil is simulated using Biot's two …