Abstract: AbstractThis paper presents the results of an experimental investigation of a wall-normal pressure gradient in a turbulent open-channel flow with a smooth bottom (wall). Neutrally buoyant particles 1 mm in size were ...

Abstract: Abstract The design of resilient offshore structures requires knowledge of the prevailing seabed dynamics under wave-induced loading. In particular, seabed liquefaction as one of the most severe forms of seabed dynamics ...

Abstract: Abstract Pipelines buried in the seabed have been used as one of the basic infrastructures in the oil and gas industry for many years. However, these infrastructures may face challenging hydro-geotechnical engineering ...