An effective way to study the complex seismic soil‐structure interaction phenomena is to
investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The …

This study aims to evaluate the slope effect on the behavior of soil–pile interface in the
lateral direction, which is a factor governing the seismic response of pile-supported …

This study aimed to numerically evaluate the strength parameter of the soil–pile interface in
the lateral direction. A 3D numerical model of a single pile in sandy soil was built to analyse …

High-frequency motion is often observed in small-scale experimental works carried out in
flexible containers under simplified seismic loading conditions when single harmonic sine …

Unintended and unwanted high frequency oscillation motion is commonly observed in small-
scale experiments and in numerical simulations when soil is subjected to harmonic input …

There is a growing number of available advanced soil constitutive models aimed at
capturing soil cyclic behaviour and their subsequent use in seismic applications …

Unintended and unwanted high frequency motion is sometimes observed in small-scale
experimental works and in numerical simulations when soil is subjected to simple harmonic …

High frequency motion is typically observed in experimental works on seismic soil behaviour
in centrifuge and in 1-g laboratory tests even if single harmonic sinusoidal input motions are …

High frequency motion is often registered in experimental measurements in laminar boxes
placed on shaking tables in centrifuge or 1-g laboratory tests when investigating soil free …

Site response analysis is a component of paramount importance in reliable seismic risk
assessment in earthquake-prone zones. The theoretical approaches to derive the site free …