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 …

Rapid urbanization and the unavailability of suitable ground conditions escalated the
demand for high-rise superstructures over the years. Challenges persuaded geotechnical …

A three-dimensional water-pile-soil model is developed to investigate the dynamic
responses of end-bearing pile under vertical P-waves. The soil and pile are modelled as …

In recent years, the high development of high-speed railway lines cross through areas with
poor geological conditions, such as soft soil, offshore and low-lying marsh areas, resulting …

There has been a rapid development of the nuclear industry on account of climatic change
caused by global warming. The most favorable rocky sites for nuclear power plants are …

In this study, dynamic impedances of the Combined Piled Raft Foundation (CPRF) are
calculated based on the coupled BEM-FEM approach. The piles, raft, and internal soil …

This study offers a comprehensive and advanced understanding of the torsional response of
piles partially embedded in fractional-order viscoelastic unsaturated transversely isotropic …

A mathematical model is proposed to investigate the dynamic behavior of an end-bearing
pile under vertical seismic loading in a water-pile-saturated soil system. The model is based …

Seismic design of combined piled raft foundation (CPRF) supported superstructure assumes
fixed-base conditions but failures of pile group-supported structures during past seismic …

For penetrating investigating the effect of foundation characteristics on the vertical vibration
of a floating pile, an analytical solution of vertical vibration of a floating pile considering …