This research comprises an in-depth review of monopile foundations for offshore wind
turbines under monotonic and cyclic loads. The review study was complemented with …

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 paper presents the development of a three-dimensional finite-element model for pile
tests in dense Dunkirk sand, conducted as part of the PISA project. The project was aimed at …

The support structure of an offshore wind turbine (OWT) accounts for up to 25% of the capital
cost; therefore, investigations into reliable and efficient foundations are critical for the …

The existing studies have been primarily focused on the lateral behavior of large-diameter
stubby pile or small-diameter slender pile in sand, with little attention paid to large-diameter …

The support structure for offshore wind turbines (OWTs) plays significant roles in maintaining
the structural stability and reducing the initial cost. An innovative hybrid monopile foundation …

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 …

A systematic study into the response of monopiles to lateral cyclic loading in medium dense
and dense sand was performed in beam and drum centrifuge tests. The centrifuge tests …

A series of centrifuge model tests on a single model pile subjected to different gravities in
saturated sand were carried out, to investigate the behaviours of slender piles subjected to …

In this study, dynamic centrifuge model tests were conducted to investigate the dynamic
response of cohesive soil slopes with the use of stabilizing piles during an earthquake. The …