Local scour around bridge piers a study of its effects around cylindrical pier groups

dc.contributor.authorAndrés Mauricio Espinosa Farfan
dc.contributor.authorChandra Nalluri
dc.coverage.spatialBolivia
dc.date.accessioned2026-03-22T16:14:06Z
dc.date.available2026-03-22T16:14:06Z
dc.date.issued2000
dc.descriptionCitaciones: 1
dc.description.abstractLaboratory experiments were conducted to measure local scour around cylindrical piers in different arrangements. Also experimental data was compiled for each arrangement to develop semi-empirical equations by means of statistical analyses. The methodology of Salim & Jones (1996) was tested with the experimental data and a new equation to predict scouring in pile groups is proposed. Finally the goodness of piers with slot is verified as a mechanism to minimise the scouring phenomenon.
dc.identifier.doi10.16924/revinge.11.9
dc.identifier.urihttps://doi.org/10.16924/revinge.11.9
dc.identifier.urihttps://andeanlibrary.org/handle/123456789/57033
dc.language.isoen
dc.publisherUniversidad de Los Andes
dc.relation.ispartofRevista de Ingeniería
dc.sourceAsociación Colombiana de Gastroenterología
dc.subjectPier
dc.subjectPile
dc.subjectBridge (graph theory)
dc.subjectGeotechnical engineering
dc.subjectMeasure (data warehouse)
dc.subjectGeology
dc.subjectStructural engineering
dc.subjectStatistical analysis
dc.subjectEngineering
dc.subjectMathematics
dc.titleLocal scour around bridge piers a study of its effects around cylindrical pier groups
dc.typearticle

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