The present research intends to study the effects of the seismic soil-pile-structure interaction
(SSPSI) on the dynamic response of buildings with various heights by conducting a series of …

Pile foundations transfer the structural loads from areas with low bearing capacity and
stiffness to deeper soil or rocky strata possessing greater bearing capacity and stiffness. The …

The type and size of the foundation play a significant role in the seismic response of the
buildings. The present study investigates the influence of the length of pile foundation and …

The dynamic response of a torsionally loaded pile embedded in heterogeneous soil is
investigated in this paper based on a new theoretical model of the dynamic pile–soil …

This paper presents a simple and more efficient solution mechanism for solving the linear
response of a single pile with a circular cross section under torque in “n” multilayered soils …

A full-scale shake table testing program was performed with two helical pile groups
supporting model structures to better understand the dynamic properties of a soil–pile-group …

This paper presents a new method for analyzing the nonlinear response of a single, vertical
pile with the circular cross-section under torque in layered soils. The nonlinear stress-strain …

Seismic behaviour of structures built on soft soils is influenced by the soil properties and the
foundation type, where the response is significantly different from the fixed base condition …

A new theoretical model of heterogeneous soil-pile interaction (HSPI) in torsion is
developed in this study to analyze the behavior of an end-bearing pile under torque. By …

This study aimed at investigating the seismic performance of hollow FRP piles compared to
traditional piles in fine sand and soft clay deposits using shaking table tests. A laminar shear …