Bridge scour is an extremely complex phenomenon because of the random characteristics of sediment laden flow in close proximity to piers and abutments. This occurrence leads to high uncertainties and unavoidable risk in bridge pier and abutment design. In this study, a composite reliability model is developed for the reliability assessment of bridge pier scour using static resistance - loading interference. Based on the physical interpretation of the phenomenon and a statistical analysis of the available information, the relative maximum scour depth (corresponding to the minimum required relative pier footing elevation) and the linear combination of the relative approach flow depth and flow Froude number are defined as the system resistance...
The design of bridge piers placed in riverbeds has to deal with variable hydraulic forces acting on ...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...
Excessive local scour around piers and abutments is known as a major cause of bridge failure induced...
Deterministic scour prediction equations for bridge abutments consider only the effects of hydraulic...
Deterministic scour prediction equations for bridge abutments consider only the eects of hydraulic p...
Many bridges crossing wide rivers fail due to excessive local scour around piers and abutments durin...
Local scour around bridge piers is known for being an important factor threatening the safety of bri...
Many bridges crossing wide rivers fail due to excessive local scour around piers and abutments durin...
Reliability-based assessment of local scouring mechanism around bridge piers provides information fo...
Reliability-based assessment of local scouring mechanism around bridge piers provides information fo...
Serious scouring may take place around bridge abutments during floods, which can lead to considerabl...
NCHRP Project 24-34 was completed in September 2013 with the publication of NCHRP Report 761, Refer...
NCHRP Project 24-34 was completed in September 2013 with the publication of NCHRP Report 761, "Refer...
The design of bridge piers placed in riverbeds has to deal with variable hydraulic forces acting on ...
The design of bridge piers placed in riverbeds has to deal with variable hydraulic forces acting on ...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...
Excessive local scour around piers and abutments is known as a major cause of bridge failure induced...
Deterministic scour prediction equations for bridge abutments consider only the effects of hydraulic...
Deterministic scour prediction equations for bridge abutments consider only the eects of hydraulic p...
Many bridges crossing wide rivers fail due to excessive local scour around piers and abutments durin...
Local scour around bridge piers is known for being an important factor threatening the safety of bri...
Many bridges crossing wide rivers fail due to excessive local scour around piers and abutments durin...
Reliability-based assessment of local scouring mechanism around bridge piers provides information fo...
Reliability-based assessment of local scouring mechanism around bridge piers provides information fo...
Serious scouring may take place around bridge abutments during floods, which can lead to considerabl...
NCHRP Project 24-34 was completed in September 2013 with the publication of NCHRP Report 761, Refer...
NCHRP Project 24-34 was completed in September 2013 with the publication of NCHRP Report 761, "Refer...
The design of bridge piers placed in riverbeds has to deal with variable hydraulic forces acting on ...
The design of bridge piers placed in riverbeds has to deal with variable hydraulic forces acting on ...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...
Failures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of sever...