Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97458
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorYao, Len_US
dc.creatorLeng, Zen_US
dc.creatorJiang, Jen_US
dc.creatorNi, Fen_US
dc.date.accessioned2023-03-06T01:18:39Z-
dc.date.available2023-03-06T01:18:39Z-
dc.identifier.issn1029-8436en_US
dc.identifier.urihttp://hdl.handle.net/10397/97458-
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.rights© 2021 Informa UK Limited, trading as Taylor & Francis Groupen_US
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in International Journal of Pavement Engineering on 12 Nov 2021 (Published online), available at: http://www.tandfonline.com/10.1080/10298436.2021.2001814en_US
dc.subjectFeature selectionen_US
dc.subjectMachine learningen_US
dc.subjectModel interpretationen_US
dc.subjectPavement performance modelen_US
dc.subjectUncertainty quantificationen_US
dc.titleModelling of pavement performance evolution considering uncertainty and interpretability : a machine learning based frameworken_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage5211en_US
dc.identifier.epage5226en_US
dc.identifier.volume23en_US
dc.identifier.issue14en_US
dc.identifier.doi10.1080/10298436.2021.2001814en_US
dcterms.abstractMachine learning (ML) based pavement performance models have gained increasing popularity in recent years due to their strong power in modelling complex relationships. However, the insufficiency of a feature selection process prior to model construction, the difficulty in explaining the black box models, and the lack of uncertainty consideration all impeded the application of the produced models in real world. To fill these gaps, this study aims to develop a new framework to model the pavement performance evolution based on the state-of-the-art ML techniques, including the BorutaShap method for feature selection, the Bayesian neural network (BNN) for model development and uncertainty quantification, and the SHapley Additive exPlanations (SHAP) approach for model interpretation. A case study of predicting the pavement transverse cracking was conducted. The two generated BNN models yielded relatively accurate predictions with the R-square of 0.86 and 0.79 for unmaintained and maintained segments, respectively. Poor data quality was found to be the dominant source of uncertainty. The model interpretation also provided some insight into the underlying influential mechanism of various factors. The framework was expected to enable the decision-makers to build more reliable and informative pavement performance models that could be integrated into the pavement management tools.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal of pavement engineering, 2022, v. 23, no. 14, p. 5211-5226en_US
dcterms.isPartOfInternational journal of pavement engineeringen_US
dcterms.issued2022-
dc.identifier.scopus2-s2.0-85119277207-
dc.identifier.eissn1477-268Xen_US
dc.description.validate202203 bcfc-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0547-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextResearch Institute for Sustainable Urban Development (RISUD) at the Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS58581073-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Yao_Modelling_Pavement_Performance.pdfPre-Published version2.73 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

103
Citations as of May 11, 2025

Downloads

213
Citations as of May 11, 2025

SCOPUSTM   
Citations

34
Citations as of May 8, 2025

WEB OF SCIENCETM
Citations

30
Citations as of May 8, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.