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Showing 1 to 3 of 3 for “"scour prediction"”.

  1. Physical modeling of local scour around complex bridge piers

    Local scour around bridge foundations has been recognized as one of the main causes of bridge failures. The objective of this study is to investigate the relationships among field, laboratory, and numerical data for the purpose of improving scour prediction methods for complex bridge piers. In this …

    gatech Repository record for Physical modeling of local scour around complex bridge piers (opens in a new tab)

  2. Using the movability number to model local clear-water scour in rivers

    Local scour is associated with a considerable number of bridge failures worldwide. It occurs at bridge piers and abutments as a result of interactions between complex flow features and the channel bed. The number of factors involved in the interactions makes it difficult to predict. A lot of …

    cape-town Repository record for Using the movability number to model local clear-water scour in rivers (opens in a new tab)

  3. Reliability Analysis of the HEC-18 Scour Equation and AASHTO Deep Foundation Design Codes

    … of driven pile foundations subjected to scour, gravity loads including dead loads and live loads, and their combinations. The design of the foundation followed the procedures of the AASHTO LRFD Bridge Design Specification. The design methods were the HEC-18 pier scour equation used to …

    cuny Repository record for Reliability Analysis of the HEC-18 Scour Equation and AASHTO Deep Foundation Design Codes (opens in a new tab)