Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97588
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorMohammed, Aen_US
dc.creatorAbu-Samra, Sen_US
dc.creatorZayed, Ten_US
dc.creatorBagchi, Aen_US
dc.creatorNasiri, Fen_US
dc.date.accessioned2023-03-06T01:20:24Z-
dc.date.available2023-03-06T01:20:24Z-
dc.identifier.issn0315-1468en_US
dc.identifier.urihttp://hdl.handle.net/10397/97588-
dc.language.isoenen_US
dc.publisherNRC Research Pressen_US
dc.rightsCopyright remains with the author(s) or their institution(s). Permission for reuse (free in most cases) can be obtained from copyright.com.en_US
dc.rightsThis is the accepted version of the work. The final published article is available at https://doi.org/10.1139/cjce-2019-0559.en_US
dc.subjectAsset managementen_US
dc.subjectFreeze–thawen_US
dc.subjectMaintenance and rehabilitationen_US
dc.subjectOptimizationen_US
dc.subjectPavementen_US
dc.subjectResilienceen_US
dc.subjectResilience indicatorsen_US
dc.titleResilience-based optimization model for maintenance and rehabilitation of pavement networks in a freeze–thaw environmenten_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage399en_US
dc.identifier.epage410en_US
dc.identifier.volume48en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1139/cjce-2019-0559en_US
dcterms.abstractAccording to the Canada infrastructure report 2016, 62.6% of roads in Canada are in a good condition, nevertheless, with current investment rates, significant road networks will suffer a decline in their condition and will be vulnerable to sudden failure. Accordingly, this paper tackles the pavement resilience from an asset management perspective and aims at developing a resilience-based asset management framework for pavement networks. This was carried out through the development of five components: (i) a central database of asset inventory, (ii) a pavement condition and level of service assessment models, (iii) a regression of the effect of freeze–thaw on pavement network, (iv) a financial and temporal models, and (v) an optimization model to formulate the mathematical denotation for the proposed resilience assessment approach and integrate the above components. The model results were promising in terms of maintaining pavement resiliency by selecting a near optimal intervention plan that meets the municipality limitations.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCanadian journal of civil engineering, Apr. 2021, v. 48, no. 4, p. 399-410en_US
dcterms.isPartOfCanadian journal of civil engineeringen_US
dcterms.issued2021-04-
dc.identifier.scopus2-s2.0-85103936454-
dc.description.validate202303 bcww-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0203-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS54512254-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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