Pile foundations used in liquefiable deposits often have large slenderness ratios, and these
piles are particularly vulnerable to earthquake-induced soil liquefaction and occur buckling …

Solve Complex Ground and Foundation Problems Presenting more than 25 years of
teaching and working experience in a wide variety of centrifuge testing, the author of …

The purpose of this paper is to investigate the effects of liquefaction on modal parameters
(frequency and dam**) of pile‐supported structures. Four physical models, consisting of …

The seismic performance of four pile‐supported models is studied for two conditions:(i)
transient to full liquefaction condition, ie the phase when excess pore pressure gradually …

Even with modern design guidelines, collapse of pile-supported structures in liquefiable
deposits are still observed after strong earthquakes, and buckling instability of piles has …

Offshore wind farm jacket structures are preferable in the deeper waters due to their flexible
construction and cost-effectiveness. However, both wind tower and jacket structure are …

Global level assumptions of numerical models have received relatively less attention, but
have been indicated to be a major source of error in numerical modeling of Reinforced …

The problem of axial dynamic pile–soil interaction and its analytical representation using the
concept of a dynamic Winkler support are revisited. It is shown that depth-and frequency …

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 discusses the modeling of reinforced concrete structural elements for use in
geotechnical centrifuge modeling of soil-structure interaction problems. Centrifuges are …