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 …

Offshore wind continues to play a significant role in accelerating the transition to clean
energy consumption from fossil fuels. Wind turbine platforms are the optimal technology of …

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 …

The micro-to macro-scale bearing capacity characteristics of unsaturated fine granular soil
have remained unclear. This study is the first to investigate the capillary suction effect on the …

Although particle corner breakage has been proved to be the primary mode of particle
breakage for coral sand, current studies of pile penetration have continued to present the …

This paper presents a closed-form solution on the steady dynamic response of circular piles
embedded in inhomogeneous soil. The soil is modeled as a viscoelastic continuum, and the …

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 particle corner breakage has proven to be the major breakage mode of irregular
grains, most pile–soil interaction analysis has focused on particle fracture breakage, thus 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 …