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dc.contributor.authorNour Aljafari
dc.contributor.authorMichael Burrow
dc.contributor.authorGurmel Ghataora
dc.contributor.authorMehran Eskandari Torbaghan
dc.contributor.authorJamil Raja
dc.date.accessioned2023-04-07T00:33:04Z
dc.date.available2023-04-07T00:33:04Z
dc.date.issued2022/12/01
dc.identifier.other%28ASCE%29IS.1943-555X.0000708.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289261
dc.description.abstractCondition of drainage asset systems can have substantial impact on the structural and operational integrity of railway tracks. It is therefore important to ensure that the various components of the drainage system are well-maintained. To this end, decision makers in the railway industry have been moving toward predictive, risk-informed drainage asset management. The approach aims to optimize the allocation of the limited time and financial resources for maintenance works. To achieve this more research is required to develop predictive condition models for railway drainage assets. This paper describes the development of data-driven condition prediction models using drainage pipe asset records. The models were tested for both structural and service condition prediction. Nine input factors were considered in the prediction models. Significance of the factors was evaluated using connection weight analysis. Four machine learning (ML) algorithms, namely neural networks, decision trees, bagged trees, and k-nearest neighbor, were compared based on their condition prediction performance for pipe drainage assets. The models were developed and tested using field data collected from the UK owner of rail assets, Network Rail. The results demonstrated that bagged trees performed best on a balanced data set with 87% overall accuracy for structural condition prediction and 72% accuracy for service condition prediction. It was found that pipe length, previous condition, years since previous condition, and maintenance were the most significant factors in predicting condition.
dc.publisherASCE
dc.titleCondition Modeling of Railway Drainage Pipes
dc.typeJournal Article
dc.journal.volume28
dc.journal.issue4
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000708
dc.journal.fristpage04022031
dc.journal.lastpage04022031_21
dc.page21
dc.treeJournal of Infrastructure Systems:;2022:;Volume ( 028 ):;issue: 004
dc.contenttypeFulltext


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