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 …

A three dimensional dynamic numerical methodology is developed and used to back-
analyze experimental data on the seismic response of single piles in laterally spreading …

Current design methods for piles in liquefied ground assume that the ultimate soil pressures
acting on the pile are drastically reduced relative to the reference values in the absence of …

All current empirical approaches for pile design in liquefied soils agree that the ultimate soil
pressure on the pile is drastically reduced relative to the reference ultimate pressures, in the …

This study aims to evaluate the slope effect on the dynamic p–y backbone curve, which is a
worldwide simplified tool in the seismic design of pile foundations. Data of dynamic …

H ρευστοποίηση λόγω σεισμού είναι ένα από τα πλέον καταστρεπτικά φαινόμενα της
Γεωτεχνικής Σεισμικής Μηχανικής. Για αυτό το λόγο, οι υφιστάμενοι Αντισεισμικοί Κανονισμοί …