![]() ![]() ![]() Conventional approaches to scour prediction were developed from laboratory experiments in cohesionless materials. Scour at bridges founded in or on cohesive materials is a very complex phenomenon that is not completely understood. The findings of this research are presented in NCHRP Report 516, " Pier and Contraction Scour in Cohesive Soils." NCHRP Report 516 documents the entire research effort undertaken under NCHRP Project 24-15 and presents a recommended method for predicting the extent of complex pier and contraction scour in cohesive soils.
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