An increasing number of offshore wind farms are being constructed in seismic regions over
liquefaction susceptible soils. This paper presents a methodology for the analysis and …

One of the major challenges encountered in earthquake geotechnical physical modelling is
to determine the effects induced by the artificial boundaries of the soil container on the …

Offshore wind turbines are a complex, dynamically sensitive structure due to their irregular
mass and stiffness distribution, and complexity of the loading conditions they need to …

In order to investigate the liquefied soil pressure inposed on an individual pile of pile group,
a centrifugal shake table test on a pile-supported wharf on the slo** saturated sand …

With the wide application of large cranes, what role does the crane play in the response of
the pile-supported wharf needs to be carefully considered, but the effect of the crane is often …

Case histories have shown that the liquefaction-induced lateral spreading is one of the main
causes of damage to pile foundations subjected to seismic loading. This study will …

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 …

This study constructed the up equation for saturated soil in the meshfree global weak form
within the arbitrary Lagrangian-Eulerian (ALE) framework to solve the problem of …

The pile foundation can be easily damaged in the earthquake event and there is a need to
reinforce the foundation to protect the superstructure. The aim of this study is to propose a …

Abstract Collapse of Showa Bridge during the 1964 Niigata earthquake has been, over
many years, an iconic case study for demonstrating the devastating effects of liquefaction …