Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103173
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorAlmheiri, Zen_US
dc.creatorMeguid, Men_US
dc.creatorZayed, Ten_US
dc.date.accessioned2023-12-11T00:32:07Z-
dc.date.available2023-12-11T00:32:07Z-
dc.identifier.issn1949-1190en_US
dc.identifier.urihttp://hdl.handle.net/10397/103173-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2020 American Society of Civil Engineers.en_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)PS.1949-1204.0000485.en_US
dc.subjectGlobal sensitivity analysis (GSA)en_US
dc.subjectIntelligent approachesen_US
dc.subjectPipe failure modelingen_US
dc.subjectWater mainsen_US
dc.titleIntelligent approaches for predicting failure of water mainsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1en_US
dc.identifier.epage15en_US
dc.identifier.volume11en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000485en_US
dcterms.abstractWater mains are indispensable infrastructures in many countries around the world. Several factors may be responsible for the failure of these essential pipelines that negatively impact their integrity and service life. The purpose of this study is to propose models that can predict the average time to failure of water mains by using intelligent approaches, including artificial neural network (ANN), ridge regression (l2), and ensemble decision tree (EDT) models. The developed models were trained by using collected data from Quebec City water mains, including records of the possible factors, such as the materials, length, and diameter of pipes, that contributed to the failure. The ensemble learning model was applied by using a boosting technique to improve the performance of the decision tree model. All models, however, were able to predict reasonably the failure of water mains. A global sensitivity analysis (GSA) was then conducted to test the robustness of the model and to show clearly the relationship between the input and output of the model. The GSA results show that gray cast iron (CI), hyprescon/concrete (Hy), and ductile iron with lining (DIL) are the most vulnerable materials for the model output. The results also indicate that the failure of water mains mostly depends on pipe material and length. It is hoped that this study will help decision makers to avoid unexpected water main failure.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of pipeline systems engineering and practice, Nov. 2020, v. 11, no. 4, 04020044, p. 1-15en_US
dcterms.isPartOfJournal of pipeline systems engineering and practiceen_US
dcterms.issued2020-11-
dc.identifier.scopus2-s2.0-85088539277-
dc.identifier.eissn1949-1204en_US
dc.identifier.artn04020044en_US
dc.description.validate202312 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0236-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextMcGill-UAE fellowships in Science and Engineeringen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS38982591-
dc.description.oaCategoryGreen (AAM)en_US
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