Kalman filter updating of rutting predictive models in flexible pavements using measured field data

dc.contributor.authorHaddad, Angela J.
dc.contributor.authorSaad, George A.
dc.contributor.authorChehab, Ghassan R.
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyMaroun Semaan Faculty of Engineering and Architecture (MSFEA)
dc.contributor.institutionAmerican University of Beirut
dc.date.accessioned2025-01-24T11:28:13Z
dc.date.available2025-01-24T11:28:13Z
dc.date.issued2022
dc.description.abstractPredicting pavement rutting is associated with significant uncertainties that often lead to inefficient maintenance planning. The predictive performance of rutting models is exacerbated in local road agencies and developing countries that rely on generic and knowledge-based models which are typically unreliable if used without adaptation, validation, or calibration. This study aims at developing a probabilistic framework that employs Ensemble Kalman Filter (EnKF) techniques to update the parameters associated with generic rutting predictive models while accounting for the prevailing uncertainties. When coupled with a continuous influx of measured data, the EnKF framework sequentially updates the generic models and minimizes prediction errors in real-time. The robustness of the presented scheme is demonstrated through a numerical example, and its sensitivity to the use of different generic curves as starting points is examined. The results indicate that the EnKF framework improves the accuracy of rutting predictions by up to 60% and that accuracy remains within tolerable limits whilst varying the range of the uncertainty in the measurements or the initial states. The paper concludes with a discussion of how practitioners can integrate the outcomes of the presented framework to enact maintenance policies that minimize the financial cost at the project and network levels. © 2022 Informa UK Limited, trading as Taylor & Francis Group.
dc.identifier.doihttps://doi.org/10.1080/10298436.2022.2058700
dc.identifier.eid2-s2.0-85129167148
dc.identifier.urihttp://hdl.handle.net/10938/27021
dc.language.isoen
dc.publisherTaylor and Francis Ltd.
dc.relation.ispartofInternational Journal of Pavement Engineering
dc.sourceScopus
dc.subjectAsphalt pavement
dc.subjectDeterioration prediction
dc.subjectEnsemble kalman filter
dc.subjectPavement performance models
dc.subjectRutting
dc.subjectSequential data assimilation
dc.subjectDeterioration
dc.subjectDeveloping countries
dc.subjectForecasting
dc.subjectKnowledge based systems
dc.subjectMaintenance
dc.subjectPlanning
dc.subjectUncertainty analysis
dc.subjectData assimilation
dc.subjectFlexible pavements
dc.subjectPavement performance modeling
dc.subjectPredictive models
dc.subjectSequential data
dc.subjectUncertainty
dc.subjectKalman filters
dc.titleKalman filter updating of rutting predictive models in flexible pavements using measured field data
dc.typeArticle

Files

Original bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
2022-2125.pdf
Size:
2.8 MB
Format:
Adobe Portable Document Format