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 …

This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …

This research adopts emerging machine learning techniques to tackle the soil–structure
interaction analysis problems of laterally loaded piles through physics-informed neural …

Steel piles are used widely in many structures because of their extraordinary bearing
capacity. They can withstand strong axial force by a dead load and overturning moment of …

The structural behavior of pile-supported structures during soil liquefaction is sometimes
insufficiently investigated properly due to the inefficiency in the existing line finite element …

Physics‐informed neural networks (PINN) is an emerging machine learning technique and
has been applied in different areas successfully. To benefit pile analysis from this innovative …

Buckling instability of slender piles may occur based on the effect of excessive axial loads
acting on a pile with diminishing effective stress and shear strength owing to surrounding …

Buckling may be a possible failure mode of super-long piles in soft-clay ground in deep
water as concerned by several researchers. Although there are many studies on the failure …

Pile foundations may fail by bending, shear forces and buckling etc., if soil surrounding the
pile liquefies during earthquake. In this paper, a detailed 3D numerical model was …

Many past earthquakes have shown failure of structures with pile foundations attributed to
liquefaction. Various experimental tests have also shown that buckling is one of the credible …