The dynamic viscoelastic theory of soil–pile interaction dominates the initial impedance
calculation during the pile dynamic design and analysis. Further, it provides a firm …

According to the Novak's plane strain theory and Biot's wave equation, this paper proposes
an analytical model for horizontal vibration of partially embedded offshore piles under …

The anti-toppling helical pile holds significant promise in offshore wind energy development
due to its numerous advantages over monopiles and suction-type foundations. However, the …

The horizontal vibration responses of pile groups are critical in pile engineering. However,
the majority of existing research has regarded soil as a single-phase medium and ignored …

To ensure the expansion of offshore wind power market under economical investment, the
monopile-friction wheel composite foundation is proposed by previous scholars. This paper …

Considering the soil skeleton to be statically transversely isotropic, the viscous and inertial
coupling among three phases, along with the capillary pressure, the torsional dynamic …

This paper provides a simplified approach to investigate the monopile-wheel dynamic
interaction of the composite foundation under work condition. Firstly, the reactions of …

This study elucidates the horizontal vibration response of the monopile-wheel composite
foundation in terms of coupled arrangement. In this paper, the displayed expression of the …

With the development of a new generation of equipment for offshore wind farms, the
monopile-wheel composite foundation is considered as a potential solution to solve the …

Accurately estimating the horizontal dynamic parameters of offshore pile groups plays a
critical role in offshore foundation engineering. Most of the current research ignored the …