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 …

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 …

This paper focuses on the bearing capacity of vertically loaded rigid footings adjacent to
slopes with spatially random soil by performing random adaptive finite-element limit …

Innovative monopile-wheel hybrid foundations are proposed to enhance the lateral load and
moment capacities of monopile for offshore wind systems. This paper presents a …

Under the action of Rayleigh waves, pile head is easy to rotate with a concrete pile cap, and
pure fixed‐head condition is rarely achieved, which is a common phenomenon for it usually …

As a new foundation type for offshore wind turbine (OWT), pile-bucket foundation, which
consists of a monopile and a bucket foundation, has good prospect in engineering …

Offshore wind has rapidly developed over the past three decades, with over 6000 fixed-
bottom substructures installed in Europe alone as of 2022. Despite this progress, there has …

Based on advanced clay-monopile-OWT numerical model, the wind-wave coupling effect
was investigated. Compared to the case of wind load only, both the nacelle top …

The lateral dynamic interaction of the soil and pile has been extensively studied, however,
most of the existing studies simplified the soil medium as a one-phase (solid) or two phase …

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 …