In the present study, three-dimensional numerical analyses have been conducted to
understand the behavior of large piled rafts on stiff clay. The effects of pile number, pile …

This paper investigates and compares the mechanism and the amount of load to be carried
by the shaft and tip for different pile group configurations tested in saturated soil prepared at …

This article explores the behaviour of single piled raft units and their components (raft and
pile) under axial compression through experimental and numerical analysis. Prototypes …

This paper presents a comparative experimental study highlighting the differences in load
transfer mechanism between the connected and disconnected piled raft systems. Scaled …

In this manuscript, the long-term behaviour of piled-raft foundations (PRFs) due to the
consolidation of clayey soils has been investigated by 3D finite element analysis. The …

This study investigated the load-sharing mechanism of combined piled raft foundations in
cohesive soils using numerical simulations. Three-dimensional finite element analyses were …

In a piled raft foundation, the stresses applied on the soil from the raft and piles overlap,
which leads to changes in the settlement and bearing capacity of the raft and each individual …

Piles often move horizontally during earthquakes. In case of superstructure interactions,
accurate prediction of pile response becomes more challenging due to vertical propagation …

The effect of the load type on the behavior of a large piled raft foundation (PRF) with an
intermediate flexible raft in stiff clay soil has been investigated. For this purpose, three …

This paper presents an experimental investigation revealing the effects of key design
parameters on the behavior of disconnected piled raft (DPR) system. Large-scale model …