Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103375
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dc.contributorDepartment of Building and Real Estate-
dc.creatorKaddoura, Ken_US
dc.creatorZayed, Ten_US
dc.date.accessioned2023-12-11T00:33:30Z-
dc.date.available2023-12-11T00:33:30Z-
dc.identifier.issn0886-7798en_US
dc.identifier.urihttp://hdl.handle.net/10397/103375-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2018 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Kaddoura, K., & Zayed, T. (2018). Defect-and component-based assessment model for manholes. Tunnelling and underground space technology, 82, 380-393 is available at https://doi.org/10.1016/j.tust.2018.08.016.en_US
dc.subjectAnalytic Network Process (ANP)en_US
dc.subjectCondition assessmenten_US
dc.subjectDecision-Making Trial Evaluation Laboratory (DEMATEL)en_US
dc.subjectManholeen_US
dc.subjectQuality Function Deployment (QFD)en_US
dc.titleDefect- and component-based assessment model for manholesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage380en_US
dc.identifier.epage393en_US
dc.identifier.volume82en_US
dc.identifier.doi10.1016/j.tust.2018.08.016en_US
dcterms.abstractAlthough manholes are significant assets in sewer networks, their assessment is receiving little attention compared to sewer pipelines. It was reported that more than three-million manholes in the United States (US) were structurally weak and prone to collapse. To avoid sudden failure, systematic manhole condition assessment model is required. Therefore, the primary objective of this study was to develop a component-based condition assessment model for sewer access holes. The methodology was based on integrating the Quality Function Deployment (QFD), Decision-Making Trial Evaluation Laboratory (DEMATEL) techniques to study the causality relationship between the defects in the nine identified components of the manhole. The relative importance weights of the components were found by deploying the Analytic Network Process (ANP) and were used to compute the overall condition of the asset. Based on the results, the roots were the highest influence power in many of the components. In addition, the wall, cone, cover and frame, and seals components were higher importance weights compared to the remaining components. This model was tested on an actual case study from the city of Edmonton in Canada and compared with actual values. The model produced an average validity percentage (AVP) of 76.24%. The developed model is expected to enhance the assessment of manholes and therefore provide robust conclusions. Besides, the model offers a backward analysis to pinpoint critical components in the manhole. Consequently, better decisions are made pertinent to maintenance, rehabilitation, and replacement interventions.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationTunnelling and underground space technology, Dec. 2018, v. 82, p. 380-393en_US
dcterms.isPartOfTunnelling and underground space technologyen_US
dcterms.issued2018-12-
dc.identifier.scopus2-s2.0-85052507470-
dc.identifier.eissn1878-4364en_US
dc.description.validate202312 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0692-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS24314827-
dc.description.oaCategoryGreen (AAM)en_US
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