Add to ORKGBibliography: pages 177-184.In this thesis several of the formulae that have been put forward to predict scour are examined and some of their limitations pointed out in an attempt to clarify some of the research work that has been done on scour. The formulae are applied to two known bridge failures and their accuracy in those particular situations examined. The usual methods of scour prevention and protection are discussed
Today, scouring is one of the major issues in the river and coastal engineering. Each year, many bri...
Local scour around bridge piers has been recognised as one of the major causes of bridge failure. Si...
Over the past half-century, distress and collapse due to scour and scour-related complications have ...
This report aims at presenting basic knowledge on bridge scour and the processes governing its evolu...
The paper describes the range of scour types that may occur at bridge abutments, and addresses the e...
CITATION: Vonkeman, J. K. & Basson, G. R. 2019. Evaluation of empirical equations to predict bridge ...
This is the author accepted manuscript. The final version is available from Thomas Telford via the D...
Bridge scour is the term which describes the erosion of soil surrounding a bridge foundation due to ...
Man’s never-ending search for better materials and construction methods and for techniques of analys...
Estimation of maximum local scour depth at the bride pier site is necessary for the safety and econo...
This is the final version.INTRODUCTION Background In the last decades, scientists, engineers and p...
The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T...
Scour is a natural phenomenon, which is caused by the erosive action of flowing water along alluvial...
Scouring at the base of bridge piers is the major cause of bridge collapses worldwide. Computing the...
A scour depth prediction formula for a river bridge is established using experimental data in which ...
Today, scouring is one of the major issues in the river and coastal engineering. Each year, many bri...
Local scour around bridge piers has been recognised as one of the major causes of bridge failure. Si...
Over the past half-century, distress and collapse due to scour and scour-related complications have ...
This report aims at presenting basic knowledge on bridge scour and the processes governing its evolu...
The paper describes the range of scour types that may occur at bridge abutments, and addresses the e...
CITATION: Vonkeman, J. K. & Basson, G. R. 2019. Evaluation of empirical equations to predict bridge ...
This is the author accepted manuscript. The final version is available from Thomas Telford via the D...
Bridge scour is the term which describes the erosion of soil surrounding a bridge foundation due to ...
Man’s never-ending search for better materials and construction methods and for techniques of analys...
Estimation of maximum local scour depth at the bride pier site is necessary for the safety and econo...
This is the final version.INTRODUCTION Background In the last decades, scientists, engineers and p...
The high profile failure of the Malahide Viaduct in Dublin, Ireland, which is a part of the EU TEN-T...
Scour is a natural phenomenon, which is caused by the erosive action of flowing water along alluvial...
Scouring at the base of bridge piers is the major cause of bridge collapses worldwide. Computing the...
A scour depth prediction formula for a river bridge is established using experimental data in which ...
Today, scouring is one of the major issues in the river and coastal engineering. Each year, many bri...
Local scour around bridge piers has been recognised as one of the major causes of bridge failure. Si...
Over the past half-century, distress and collapse due to scour and scour-related complications have ...