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dc.contributor.authorEva O. L. Lantsoght
dc.contributor.authorRutger T. Koekkoek
dc.contributor.authorCor van der Veen
dc.contributor.authorDick A. Hordijk
dc.contributor.authorAne de Boer
dc.date.accessioned2017-12-30T13:03:53Z
dc.date.available2017-12-30T13:03:53Z
dc.date.issued2017
dc.identifier.other%28ASCE%29BE.1943-5592.0001131.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245234
dc.description.abstractFor existing bridges, proof-load testing can be a suitable assessment method. This paper addresses the evaluation of a posted reinforced concrete slab bridge over a highway through proof-load testing, detailing the preparation, execution, and analysis of the test. As the target proof-load and the required measurements for proof-load testing currently are not well-defined in the existing codes, this pilot case was used to develop and evaluate proposed recommendations for proof-load testing for a future guideline on proof-load testing for the Netherlands. Moreover, the pilot proof-load test is used to study the feasibility of proof-load testing for both shear and flexure.
dc.publisherAmerican Society of Civil Engineers
dc.titlePilot Proof-Load Test on Viaduct De Beek: Case Study
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue12
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001131
dc.page05017014
dc.treeJournal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 012
dc.contenttypeFulltext


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