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Generalized Reliability Model for Local Scour around Bridge Piers of Various Shapes
Reliability bridge pier scour pier shape resistance loading safety factor return period
2009/10/13
Excessive local scour around piers and abutments is known as a major cause of bridge failure induced by hydraulic de ciencies. Complexity of the scouring phenomenon and high degrees of uncertainties i...
A Reliability Model for Bridge Abutment Scour
Reliability Bridge Abutment Scour Resistance Loading Safety factor Return period
2009/10/12
Deterministic scour prediction equations for bridge abutments consider only the e ects of hydraulic parameters and do not take the uncertainties of scouring parameters into account. Treatment of these...
A Field Study of Scour at Bridge Piers in Flood Plain Rivers
Field study Iranian rivers Pier scour Scouring process
2009/9/30
Scour at bridge piers has long been recognized as an issue of considerable importance as it pertains to pier hydraulic design, according to a large number of scour studies conducted over the past few ...