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- W3159189012 abstract "The scour under the bridge can cause very serious economic and social damages. The prediction of the maximum scour depth at the abutment is very important when assessing and warning the safety of the bridge. Recently, there have been many equations to predict local scour depth at bridge abutments. Most of them have been developed based on laboratory data. Validation of these equations using field data is necessary to make recommendations for the proper application of these equations. In this article, four design equations for the estimation of the equilibrium maximum scour depth at an abutment in non-cohesive soil were selected for validation by using field data in the United States. Based on the results of this analysis would allow to promote the highly accurate design of the abutment foundation to reduce construction and maintenance costs." @default.
- W3159189012 created "2021-05-10" @default.
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- W3159189012 date "2021-01-01" @default.
- W3159189012 modified "2023-09-23" @default.
- W3159189012 title "Validation of Some Empirical Equations to Estimate Bridge Abutment Scour in Non-cohesive Soil Using Field Data" @default.
- W3159189012 cites W1987499679 @default.
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- W3159189012 doi "https://doi.org/10.1007/978-981-16-0053-1_41" @default.
- W3159189012 hasPublicationYear "2021" @default.
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