Offshore structures in earthquake-prone areas are threatened by seismic and wave currents.
The dynamic response of a cross-sea bridge with rectangular pier under the action of …

The monopile is the most common form of foundation employed in offshore wind turbines.
These foundations are subjected to millions of repeated load cycles, owing to wind and …

Laboratory model tests were conducted on an aluminum model pile embedded on a crest of
soft clay. The slope angle and L/D ratio (L= embedded length, D= diameter of pile) were …

The traditional monopile foundation is confronted with challenges in the context of the new
generation of offshore wind turbines with greater power capacities. On this basis, the single …

In varieties of coastal soil, deep foundations, particularly pile foundations, are used because
the soil in these areas may be subjected to numerous factors that change the engineering …

Pile foundations may experience torsional loads induced by eccentric horizontal loads
arising from wind, wave or ship collisions in offshore environment, in addition to axial …

This paper presents the results of 1 g model tests performed on instrumented model
foundations, ie, unpiled raft, single piled raft, single disconnected piled raft (DPR) and 3× 3 …

The offshore wind energy sector faces new challenges as it moves into deeper water
deployment. To meet these challenges, new and efficient foundation solutions are required …

Single-point mooring (SPM) system has been used in offshore engineering for its superiority
in overcoming severe sea conditions. However, researches focused on the interaction …

This paper reports the behaviour of caisson anchors under vertical-horizontal (VH) loadings
in medium dense to dense sand. The three dimensional finite element (3D-FE) analyses are …