This paper develops a three dimensional finite element modelling method for piles in
liquefiable ground and applies it to the analysis of seismic pile responses. A unified plasticity …

The soil-pile kinematic interaction under large nonlinearity, including soil liquefaction,
represents a complex phenomenon that depends on many unforeseen factors. This paper …

Recent 1-g shake table experiments have shown that the relatively new X-shaped cast-in-
place piles can improve the seismic response of slopes susceptible to lateral-spreading as …

The dynamic behaviour of saturated coarse-grained soils has recently received wide
attention because of its impact on the seismic performance of geotechnical and structural …

This paper investigates the dynamic response of soil–pile–structure interaction (SPSI)
system behind a quay wall in liquefiable soil and laterally spreading ground through both …

The majority of published research on the performance-based design of shallow foundations
on liquefiable soil focuses on seismic settlement accumulation by neglecting soil-structure …

A comparative study of the seismic performance of 2× 1 pile groups considering different
degrees of batter (0° for vertical, 10° and 20°) embedded in single homogeneous liquefiable …

The paper presents numerical analyses of a pile supported Tension Leg Platform (TLP) wind
turbine, during seismic loading and seabed liquefaction, taking consistently into account the …

Soil liquefaction has been extensively investigated over the years with the aim to understand
its fundamental mechanism and successfully remediate it. Despite the multi-directional …

The increasing turbine sizes have necessitated monopile in soft clay to have larger diameter
and rigidity, from early design of flexible piles to recent semi-rigid piles, with a future outlook …