Scouring reliability at bridge abutments

dc.authorid0000-0002-5896-3665
dc.authorid0000-0002-7145-2827
dc.contributor.authorKöse, Ömer
dc.contributor.authorYanmaz, A. Melih
dc.date.accessioned2019-10-21T13:27:23Z
dc.date.available2019-10-21T13:27:23Z
dc.date.issued2010
dc.departmentMühendislik Fakültesi
dc.description*Köse, Ömer ( Aksaray, Yazar )
dc.description.abstractFailures of bridges crossing wide rivers may cause a number of inconveniences, such as loss of several lives, damages to public and private properties, and traffic disruption. That is why various modes of bridge failures should be accounted for in the planning and design phases to compensate for such negative impacts. Based on the experience gained from past events, it is known that excessive scouring at bridge piers and abutments has been the main cause of bridge failures. The scouring phenomenon is relatively complex and high degrees of uncertainties are associated with the parameters characterizing this event. Accurate determination of the maximum possible depth of scour at these elements is of importance in realistic decision-making for the safe design of footings. This study is based on the development of clear-water scouring models for bridge abutments having vertical-walls using empirical and semi-empirical approaches. The reliability of the abutment footing level is estimated using the empirical model with Monte Carlo simulations. An application is also presented to illustrate the use of this approach.
dc.description.abstract...
dc.identifier.endpage4934en_US
dc.identifier.issue1en_US
dc.identifier.startpage4919en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12451/6895
dc.identifier.volume21en_US
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherTurkish Chamber Civil Engineers
dc.relation.ispartofTeknik Dergi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectScour
dc.subjectAbutment
dc.subjectReliability
dc.subjectMonte Carlo Technique
dc.titleScouring reliability at bridge abutments
dc.typeArticle

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