Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/117306
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorYang, Jen_US
dc.creatorZayed, Ten_US
dc.creatorLiu, Xen_US
dc.creatorArimiyaw, Den_US
dc.creatorNashat, Men_US
dc.creatorIbrahim, Aen_US
dc.date.accessioned2026-02-10T08:49:17Z-
dc.date.available2026-02-10T08:49:17Z-
dc.identifier.isbn978-1-7643710-1-8en_US
dc.identifier.urihttp://hdl.handle.net/10397/117306-
dc.descriptionJoint CSCE Construction Specialty Conference / ASCE Construction Research Congress (CRC) 2025, July 28-31, 2025, Concordia University, Montreal, Canadaen_US
dc.language.isoenen_US
dc.publisherInternational Association on Automation and Robotics in Construction (IAARC)en_US
dc.rightsPosted with permission of the author.en_US
dc.rightsThis paper (or figure/data) was originally presented at 42th ISARC 2025 and published in the Proceedings of the CSCE/CRC, 2025, Montreal, Canada. DOI: 10.22260/CRC-CSCE-2025/0014.en_US
dc.rightsThe following publication Ibrahim, A. (2025, 2025/07/31). Towards Predictive Modeling of Time to Sewer Pipe Failure: A Preliminary Exploratory Study Combining Statistical Analysis and AI Techniques Proceedings of the CSCE Construction Specialty Conference and ASCE Construction Research Congress (CSCE/CRC 2025) is available at https://doi.org/10.22260/CRC-CSCE-2025/0014.en_US
dc.subjectArtificial intelligenceen_US
dc.subjectFailure analysisen_US
dc.subjectReliability analysisen_US
dc.subjectRemaining service lifeen_US
dc.titleTowards predictive modeling of time to sewer pipe failure : a preliminary exploratory study combining statistical analysis and AI techniquesen_US
dc.typeConference Paperen_US
dc.identifier.spageCON-23-1en_US
dc.identifier.epageCON-23-10en_US
dc.identifier.doi10.22260/CRC-CSCE-2025/0014en_US
dcterms.abstractUrban sewer infrastructure is under increasing strain from population growth, network expansion, and aging. Consequently, pipe failures endanger public health and environmental safety. Traditional infrastructure management primarily relies on reactive maintenance. However, recent advances in predictive modeling have enabled proactive approaches to condition assessment. Most models assess current pipe conditions instead of predicting failure time, creating a significant gap in proactive maintenance planning. To address this gap, this preliminary study investigates sewer failure time prediction using statistical analysis and machine learning. This study uses sewer data from Hong Kong's Drainage Services Department, supplemented with parameters from open-source databases. Statistical analysis revealed distinct bimodal failure patterns, with peaks occurring at 30-40 years and 57-60 years for concrete pipes, and at 30-40 years and 52-60 years for vitrified clay pipes. Regional analysis further identified failure patterns across Hong Kong's major districts. The study also examined and compared two advanced machine learning models, namely Random Forest and XGBoost, for failure time prediction. Key challenges influencing prediction accuracy were identified, including complex failure mechanisms, feature engineering constraints, and issues with historical data. This study provides a foundational framework for sewer failure time prediction and highlights key methodological challenges requiring resolution to improve prediction accuracy.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationIn Proceedings of the CSCE Construction Specialty Conference and ASCE Construction Research Congress (CSCE/CRC 2025), p. CON-23-1 - CON-23-10. International Association on Automation and Robotics in Construction, 2025en_US
dcterms.issued2025-
dc.relation.ispartofbookProceedings of the CSCE Construction Specialty Conference and ASCE Construction Research Congress (CSCE/CRC 2025)en_US
dc.relation.conferenceConstruction Specialty Conference [CSCE]en_US
dc.relation.conferenceConstruction Research Congress [CRC]en_US
dc.description.validate202602 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera4309-
dc.identifier.SubFormID52566-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryVoR alloweden_US
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