Add to ORKGAbstract. Failure of bridges due to local scour has motivated many investi-gators to explore the causes of scouring and to predict the maximum scour depth at abutments. In this paper, a detailed review of the up-to-date work on scour at abutments is presented including all possible aspects, such as flow field, scouring process, parameters affecting scour depth, time-variation of scour and scour depth estimation formulae
Experimental results on scour at abutments under unsteady clear water flow condition are presented. ...
2005PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/hydraulics/03052/030...
Scour related to bridge hydraulics received much attention in the past decade, including its relatio...
The paper describes the range of scour types that may occur at bridge abutments, and addresses the e...
This study examines the local scouring phenomenon associated with bridge abutments exposed to combin...
Abstract. Accurate estimation of the maximum possible depth of scour at bridge abutments is importan...
When building bridge structures in natural rivers, intricate local water flows, and the geological e...
The current research work presents laboratory experimental results on local scour around vertical-wa...
Abstract—Laboratory experiments on local scour process at wing wall bridge abutments were conducted ...
Good prediction of scour depth over time is essential for the design of river bridge foundations. In...
Extreme foods become more frequent and is the reason rising load on structures in rivers and the ris...
Bridge crossings on plain rivers were modelled and scour development at the abutments and guide bank...
The damage of the engineering structures caused by scour leads to considerable economical and envi-r...
*Köse, Ömer ( Aksaray, Yazar )Failures of bridges crossing wide rivers may cause a number of inconve...
Bridge failures are mainly caused by scouring the bed material around bridge foundations during floo...
Experimental results on scour at abutments under unsteady clear water flow condition are presented. ...
2005PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/hydraulics/03052/030...
Scour related to bridge hydraulics received much attention in the past decade, including its relatio...
The paper describes the range of scour types that may occur at bridge abutments, and addresses the e...
This study examines the local scouring phenomenon associated with bridge abutments exposed to combin...
Abstract. Accurate estimation of the maximum possible depth of scour at bridge abutments is importan...
When building bridge structures in natural rivers, intricate local water flows, and the geological e...
The current research work presents laboratory experimental results on local scour around vertical-wa...
Abstract—Laboratory experiments on local scour process at wing wall bridge abutments were conducted ...
Good prediction of scour depth over time is essential for the design of river bridge foundations. In...
Extreme foods become more frequent and is the reason rising load on structures in rivers and the ris...
Bridge crossings on plain rivers were modelled and scour development at the abutments and guide bank...
The damage of the engineering structures caused by scour leads to considerable economical and envi-r...
*Köse, Ömer ( Aksaray, Yazar )Failures of bridges crossing wide rivers may cause a number of inconve...
Bridge failures are mainly caused by scouring the bed material around bridge foundations during floo...
Experimental results on scour at abutments under unsteady clear water flow condition are presented. ...
2005PDFTech Reporthttps://www.fhwa.dot.gov/publications/research/infrastructure/hydraulics/03052/030...
Scour related to bridge hydraulics received much attention in the past decade, including its relatio...