The paper briefly describes the mechanics of local scour process around bridge pier and
gives an in-depth review of the various techniques employed for local scour control and …

An experimental study on scour protection around a monopile foundation in steady current
was carried out with the adoption of collar base and collar column. Through the analysis of …

In the present study, experiments were carried out on circular model bridge piers individually
as well as with two-piers-in-tandem arrangement under clear water scour conditions …

Scouring around bridge piers significantly threatens bridge stability and can cause tragic
failures if not addressed effectively. Several remedial techniques have been developed to …

Excessive scouring of sediment around bridge piers plays a major role causing failure of
waterway structures. To prevent scouring around bridge piers, it is necessary to determine …

An experimental investigation to predict the characteristics of scour vortices related to the
scour depth of caisson piers was conducted. Two median size sediments were used as bed …

Scour around a bridge pier is one of the major possible causes of the hydraulic failures of a
bridge. A typical sediment-water-structure interaction at the upstream junction of the bridge …

Local scour around a bridge pier is a time dependent, soil-water-structure interaction
phenomenon. It is the result of the action of a vortex originating due to an adverse pressure …

The concept of conservation of power during scour by the primary vortex formed in front of
caisson piers is used to develop a relation for the temporal of scour depth variation. To test …

Bridges situated close to each other show interference effect on scour depth around bridge
elements as compared to the scour depth around isolated bridge elements. A number of …