Add to ORKGExperimental data from a physical model of scouring around a cylindrical wide pier embedded in two types of uniform sediment beds are presented. The effects of sediment sizes and various pier widths on scour development and equilibrium scour depth of wide bridge piers are described. Existing literature suggest that the empirical scour prediction equations based on laboratory data over-predict scour depths for large structures. The present study has attempted to fill this gap for a cylindrical wide pier. Further, equations for the estimation of non-dimensional maximum scour depth for a wide cylindrical pier embedded in uniform sediment were proposed as functions of the sediment coarseness
This study is based on laboratory experiments for computing depth of local scour around group bridge...
For the efficient design of bridge pier footings, computation of time-evolution of scour depth aroun...
Pier scour has been extensively studied in laboratory experiments. However, scour depth relationshi...
Experimental data from a physical model of scouring around a cylindrical wide pier embedded in two t...
Local scour around bridge piers has been recognised as one of the major causes of bridge failure. Si...
An experimental investigation on the local scour at bridge piers of composite width is presented. Tw...
Accurate estimation of local scour around bridge pier is important for economic and safe design of b...
Computation of temporal evolution of scour depth around bridge piers is essential for the efficient ...
Experiments on local scouring around cylindrical piers were performed in steady clear-water conditio...
Previous investigations indicate that scour around bridge piers is one of the most important factors...
oai:ojs2.journals.uetjournals.com:article/2Being an important component of a transportation system, ...
Most existing equations for predicting local scour at bridge piers suffer from overprediction of the...
The failure of bridges due to excessive local scour during floods poses a challenging problem to hyd...
ABSTRACT Four classes of variables are apparent in the problem of scour around bridge piers and abut...
Estimation of maximum possible scour depth around bridge piers is an important step in the design of...
This study is based on laboratory experiments for computing depth of local scour around group bridge...
For the efficient design of bridge pier footings, computation of time-evolution of scour depth aroun...
Pier scour has been extensively studied in laboratory experiments. However, scour depth relationshi...
Experimental data from a physical model of scouring around a cylindrical wide pier embedded in two t...
Local scour around bridge piers has been recognised as one of the major causes of bridge failure. Si...
An experimental investigation on the local scour at bridge piers of composite width is presented. Tw...
Accurate estimation of local scour around bridge pier is important for economic and safe design of b...
Computation of temporal evolution of scour depth around bridge piers is essential for the efficient ...
Experiments on local scouring around cylindrical piers were performed in steady clear-water conditio...
Previous investigations indicate that scour around bridge piers is one of the most important factors...
oai:ojs2.journals.uetjournals.com:article/2Being an important component of a transportation system, ...
Most existing equations for predicting local scour at bridge piers suffer from overprediction of the...
The failure of bridges due to excessive local scour during floods poses a challenging problem to hyd...
ABSTRACT Four classes of variables are apparent in the problem of scour around bridge piers and abut...
Estimation of maximum possible scour depth around bridge piers is an important step in the design of...
This study is based on laboratory experiments for computing depth of local scour around group bridge...
For the efficient design of bridge pier footings, computation of time-evolution of scour depth aroun...
Pier scour has been extensively studied in laboratory experiments. However, scour depth relationshi...