L. Deng, C. Cai
2010.5.1Practice Periodical on Structural Design and Construction
tlooto Summary
Bridge scour prediction, modeling, monitoring, and countermeasures are reviewed to address a major cause of bridge failures.
Abstract
Scour is one of the main causes of bridge failures. It accounts for about 60% of bridge failures in the United States. Scour failures tend to occur suddenly without prior warning and are very difficult to monitor during flood events. This paper presents a comprehensive review of the up-to-date work on scour at bridge piers and abutments. First, a general introduction of bridge scour including the current situation of bridge scour problems and different types of bridge scour is given. Then, different approaches developed for predicting bridge scour are reviewed. Numerical and laboratory models established for bridge scour studies are also presented. Moreover, laboratory experiments and field tests conducted for bridge scour are reviewed. Different techniques and instruments developed for bridge scour monitoring are also presented with their advantages, disadvantages, and relative cost summarized in a table. Finally, various mitigation countermeasures developed for bridge scour are discussed.
Citation format
DENG, L.; CAI, C. Bridge scour: Prediction, modeling, monitoring, and countermeasures—review. Practice Periodical on Structural Design and Construction, 2010, 15: 125–134.