Soil–structure interaction plays an important role in the behavior of structure under static or
dynamic loading. It influences the behavior of soil, as well as the response of pile under …

A significant number of cases of damage to piles and pile-supported structures during
earthquakes have been observed, but few instrumented records of the response and …

This paper includes a brief review of analytical, experimental and numerical studies carried
out on conventional and innovative piles subjected to monotonic and cyclic lateral loads …

This paper presents the results of static lateral load tests carried out on 1× 2, 2× 2, 1× 4, and
3× 3 model pile groups embedded in soft clay. Tests were carried out on piles with length to …

The monopile is the most common form of foundation employed in offshore wind turbines.
These foundations are subjected to millions of repeated load cycles, owing to wind and …

Bridges and buildings are often supported on deep foundations. These foundations consist
of groups of piles coupled together by concrete pile caps. These pile caps, which are often …

Although simplified design methods for piled raft foundations have been proposed to allow
for the group effect and soil–pile–raft interaction, most of them are concentrated on one type …

The paper presents a semi-analytical method of calculating the response of a pile group.
The approach is based on tying the displacement at any point of the soil mass around a pile …

A significant objective in the design and implementation of capable and cost-effective pile
foundations is the enhancement of their lateral capacity when lateral load is applied. This …

Piled raft is the most desirable foundation option in the recent era for offshore and onshore
structures which are often exposed to combined vertical and lateral (VL) loads. Due to the …