The laboratory and field test data on the response of piles under the combined action of
vertical and lateral loads is rather limited. The current practice for design of piles is to …

Pile foundations are often subjected to both vertical and lateral loads. The current design
practices assume that the effect of these two loads is independent of each other and hence …

g model experiments were carried out in the laboratory to investigate the behavior of a
single pile in sand under combined uplift and lateral load. Dimensions of the model pile …

The hybrid monopile foundation attracts extensive attentions to fulfill increasing demands for
offshore wind turbines. The installation method is still uncertainty to date, limiting the …

Offshore wind turbines (OWTs) are generally supported by large-diameter monopiles, with
the combination of axial forces, lateral forces, bending moments, and torsional moments …

Pile foundations are used to support both vertical and horizontal loads in many geotechnical
projects, such as the coastal and offshore engineering. The responses of piles under vertical …

Although the load applied on a pile is usually a combination of a vertical and a lateral load,
there have been few studies done on the response of piles subjected to combined loading; …

Scour induces the loss of soil support around the pile foundations for the offshore and
coastal structures, and thus increases their bending moments and lateral deflections, which …

Pile foundations in offshore engineering are usually subjected to vertical-horizontal load
combinations. Previous researches have discovered that the lateral behaviour of soil-pile …

The monopiles are always subjected to both vertical loads and lateral loads. However, the
designs for the piles under the vertical loads and the lateral loads are carried out separately …