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dc.contributor.authorJaime Hernandez
dc.contributor.authorAngeli Jayme
dc.contributor.authorHasan Ozer
dc.contributor.authorEyal Levenberg
dc.contributor.authorLev Khazanovich
dc.contributor.authorEmin M. Kutay
dc.date.accessioned2024-12-24T09:59:55Z
dc.date.available2024-12-24T09:59:55Z
dc.date.copyright12/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJPEODX.PVENG-1517.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298102
dc.description.abstractModel development activities are increasing in pavement research and engineering applications. At the same time, there is ambiguity and a lack of consistency with regard to checking and quantifying credibility and suitability for the intended application. Specifically, usage of the terms Verification and Validation (V&V) is seen to vary across contributions. In this context, this paper was motivated by the desire to provide a best-practice reference that underlines the significance of the V&V terms, clarifies their definition, and promotes a more unified usage. Accordingly, the objective was to offer examples that introduce the V&V jargon, demonstrate basic V&V concepts and processes, and highlight certain fine points. A total of five distinct models were introduced and discussed: (1) load-related responses in asphalt pavements, (2) load-related responses in concrete pavements, (3) crack initiation and propagation in asphalt concrete, (4) linear viscoelasticity of asphalt concrete, and (5) water flow through asphalt concrete pores. A general conclusion from this work is that successful V&V efforts are closely linked to a clear definition of the intended usage, i.e., the specific reality of interest being targeted by the model. It is also concluded that documenting V&V efforts is integral to any computational model development. Doing so communicates to potential users the region of confidence for the model alongside the expected differences with the reality of interest.
dc.publisherAmerican Society of Civil Engineers
dc.titleVerification and Validation of Pavement Models
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue4
dc.journal.titleJournal of Transportation Engineering, Part B: Pavements
dc.identifier.doi10.1061/JPEODX.PVENG-1517
dc.journal.fristpage04024044-1
dc.journal.lastpage04024044-19
dc.page19
dc.treeJournal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 004
dc.contenttypeFulltext


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