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 …

The py method as a simplified analysis tool has been widely used to analyze the behavior of
laterally loaded piles. This chapter develops a novel cyclic py elastoplastic model within the …

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 …

The lateral response for a two-pile group foundation under the lateral load in sloping ground
is studied by the experiment tests and lateral load-transfer approach. A simplified physical …

This paper proposes a modified strain wedge model for the analysis of laterally loaded piles
in sloping ground. The proposed model allows the assessment of the soil resistance along …

Pile foundations are often subject to lateral loading due to various forces on a variety of
structures like high rise buildings, transmission towers, power stations, offshore structures …

In this paper, a systematic study of the soil–pile interaction of a laterally loaded pile in
proximity to undrained clay slope is conducted. The emphasis is on a modified actual …

In this paper, a finite element numerical analysis was carried out to study the behaviour of
group of piles located on sloping ground using finite element analysis software PLAXIS 3D …

Offshore wind turbines (OWTs) are used as renewable energy sources to generate
electricity. Offshore, wind, and wave loads act as transverse loads on these turbines …

Helical piles are commonly used as foundations under electrical transmission towers, bridge
abutments, highway signs, and light poles. The present experimental investigation focused …