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Author

Zhan Guo

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Sep 2026

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...

Zhan Guo, Ming-Ming Liu · 0 citations

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