Influence of scour pit depth on submerged conveyance of solidified soil and loading behavior of monopile
A three-dimensional (3D) numerical model based on an Eulerian two-phase model and a shear stress transport (SST) k–ω turbulence model is developed to investigate the effect of relative scour pit depth (Sd/D = 0.4–1.4, where D is the monopile diameter and Sd is the scour-hole depth) on solidified slurry transport for mo...