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• W1719111242 abstract "Abstract A set of experiments was conducted for the local scour around bridge abutments under ice cover in non‐uniform sediments. By taking into account of the grain size of the armour layer and ice cover roughness, the dimensionless maximum scour depth is analysed. With an increase in grain size of the armour layer, the dimensionless maximum scour depth decreases. With the increase in ice cover roughness, the dimensionless maximum scour depth increases correspondingly. By using dimensional analysis, a regression relationship supports this conclusion. The conclusions drawn from this study provide crucial evidence for the protection of bridge foundations in winter time. Copyright © 2014 John Wiley & Sons, Ltd." @default.
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• W1719111242 date "2014-05-13" @default.
• W1719111242 modified "2023-10-06" @default.
• W1719111242 title "Armour Layer Analysis of Local Scour around Bridge Abutments Under Ice Cover" @default.
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• W1719111242 doi "https://doi.org/10.1002/rra.2771" @default.
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