A comprehensive study is performed on the dynamic behavior of offshore wind turbine
(OWT) structure supported on monopile foundation in clay. The system is modeled using a …

This paper investigates the dynamic responses of offshore wind turbine (OWT) supported on
monopile foundation in clay subjected to wind, wave and earthquake actions. Based on the …

Offshore wind industry is having a great development. It requires progress in many aspects
to achieve the sustainable progress of this technology. One of those aspects is the design of …

Corner breakage was less analyzed in pile–soil interaction research, causing the
mechanism of particular pile load behaviors in coral sand to remain unclear. This study …

Although particle corner breakage has been proved to be the primary mode of particle
breakage for coral sand, current studies of pile penetration have continued to present the …

Although particle corner breakage has proven to be the major breakage mode of irregular
grains, most pile–soil interaction analysis has focused on particle fracture breakage, thus the …

The micro-mechanism of interaction between the suction pile and granular soil under the
inclined pulling load of mooring lines remains unclear. This study investigated suction pile …

This study investigates the dynamic response of a 5 MW offshore wind turbine with monopile
foundation subjected to wind and wave actions. The work includes dynamic interaction …

Large diameter monopiles are usually used as the foundation of offshore wind turbines.
Monopile foundations are subjected to laterally cyclic marine environmental loadings which …

The dynamic behaviour of monopile supported offshore wind turbines (OWTs) is
considerably influenced by inherent variabilities of soil properties and loading. This study …