Offshore wind turbines in shallow coastal waters are typically supported on monopile
foundations. Although three-dimensional (3D) finite-element methods are available for the …

Wind energy is one of the most sustainable and renewable resources for power generation.
Offshore wind turbines (OWTs) derive significant wind energy compared to onshore …

This paper describes a one-dimensional (1D) computational model for the analysis and
design of laterally loaded monopile foundations for offshore wind turbine applications. The …

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 …

Large-diameter monopiles are the most commonly used foundation to support offshore wind
turbines. Early designs usually adopted pile diameters (D) between 4 and 6 m, which is …

Rapid expansion of the offshore wind industry has stimulated a renewed interest in the
behaviour of offshore piles. There is widespread acceptance in practice that pile design …

Perspectives on design of offshore wind turbine (OWT) monopile foundations are provided
in this paper by logically adopting optimal analysis choices with a balance between …

Offshore wind turbines (OWTs) are affected by wind, wave, and current during their service
life, which lead to the substructures undergoing combined effects of complex lateral loads …

Scour around bridge foundations is one of the leading causes of bridge failure. Up until
recently, the monitoring of this phenomenon was primarily based around using underwater …

The existing py method that is capable of considering soil-structure interaction (SSI) might
not be appropriate for large diameter piles widely used in offshore wind turbine structures. In …