Employing Biot's dynamic equations and Novak's thin-layer theory, an analytical model for
the horizontal vibration of a single pile embedded in the radially heterogeneous saturated …

Based on the dynamic Winkler model and fictitious soil pile model to consider the relative
sliding at the pile-soil interface and the propagation effect of soil beneath the pile toe …

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 …

Detailed particle breakage adjacent to a pile has great influence on the settlement and
bearing capacity of a pile foundation. Before the pile test, coral sand was divided into …

The horizontal vibration responses of pile groups are critical in pile engineering. However,
the majority of existing research has regarded soil as a single-phase medium and ignored …

This paper presents an analytical solution developed to describe the dynamic interaction
between a single end-bearing pile subjected to a dynamic axial load on its head, and its …

To ensure the expansion of offshore wind power market under economical investment, the
monopile-friction wheel composite foundation is proposed by previous scholars. This paper …

Calcareous sand is a typical problematic marine sediment because of its angular and
porous particles. The effects of internal pores on the mechanical properties of calcareous …

In this study, the authors proposed a new dynamic integrity test method of piles, namely,
distributed low strain integrity test (DLSITs). The basic idea of DLSITs is that a series of …

Corner breakage was less analyzed in pile–soil interaction research, causing the
mechanism of particular pile load behaviors in coral sand to remain unclear. This study …