This article presents a review of the state of research on bridge pier scour under combined
wave–current flow. The hydrodynamics and scour around the bridge pier under combined …

When designing offshore monopiles without scour protection, the stiffness of the foundation
will vary with time due to the dependency of the scour depth on current and sea conditions …

This paper presents the results of an experimental investigation of the backfilling of scour
holes around circular piles. Scour holes around a pile are generated either by a current or a …

Empirical formulations for the engineering prediction of equilibrium scour depths, as well as
time scales (for both scour and backfilling), are re-visited for monopiles. Following prior …

This study presents an effective solution to evaluate the dynamic impedances of scoured
monopiles for offshore wind turbines in a wide excitation frequency range, which can …

This paper presents a series of large-scale wave flume experiments on the scour protection
damage around a monopile under combined waves and current conditions with model …

4.2. 5. Particle-tracking experiments 108 4.2. 7. Experiments with large piles 109 4.2. 8.
Velocity measurements 110 4.3. Test procedure and test conditions 110 4.3. 1. Test …

Monopile is the most commonly used foundation type for offshore wind turbines. The local
scour at a monopile foundation generated by the incoming shear flow has significant …

The mechanisms of the sinking of a scour protection adjacent to a monopile are described in
this paper, together with the determination of the equilibrium sinking depth in various wave …

This work conducts large scale (1: 13) experiments to study local scour around a monopile
under combined irregular wave and current condition. The Keulegan–Carpenter (KC) …