Under extreme weather, the bridge is likely to collapse because of the long- standing scour at the piers.
Bridge natural frequencies changing with the scour depth: a--X direction (longitudinal direction); b--Y direction (transverse direction)
The processes of the bridge scour monitoring system
The platforms of web-based bridge scour monitoring system
Generalized Regression Neural Networks and Feed Forward Neural Networks for Prediction of Scour Depth Around Bridge Piers, Advances in Engineering Software 40(8): 731-737.
Influence of Foundation Scour on the Dynamic Response of an Existing Bridge, Journal of Bridge Engineering 16(2): 295-304.
Semi-Integral Bridge Scour Prevention by using Epipremnum Aureum, in Proc.
Experimental Investigation of Clear-Water Local Scour at Pile Groups, Journal Hydraulic Engineering 132(10): 1100-1104.
Local Scour around Cylindrical Piers, Journal of Hydraulic Research 15(3): 211-252.
Clearwater Local Scour at Complex Piers, Journal Hydraulic Engineering 131(4): 330-334.
Effects of Collars on Scour Reduction at Bridge Abutments, in Proc.
Estimation of Pile Group Scour Using Neural Networks, Applied Ocean Research 25(4): 225-234.