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contributor authorBalvant Rajani
contributor authorJohn Dickinson
contributor authorHenry Xue
contributor authorPaul Woodard
contributor authorRoberto Canas
date accessioned2017-05-08T21:53:56Z
date available2017-05-08T21:53:56Z
date copyrightMarch 2014
date issued2014
identifier other%28asce%29la%2E1943-4170%2E0000017.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65755
description abstractCast-iron pipes installed between 1850 and the early 1960s in North America, United Kingdom, and European countries were produced in foundries located near growing urban centers. Their considerable weight, size (especially larger-diameter pipes), and limited transportation facilities made their handling and delivery to the installation site difficult. Historical anecdotal evidence exists to suggest that some cast-iron pipes may have been damaged during delivery. This paper examines different mechanical models to examine what specific conditions may have led to pipe damage during delivery and installation. Analyses show that if pipes did incur damage, then cracks were likely to have occurred on the inside of the pipe bell or spigot ends. Furthermore, it appears that the spigot ends of smaller-diameter pipes had higher risk of damage during delivery, whereas both bell and spigot ends faced increased risk of damage in larger-diameter pipes. Monte Carlo simulations were conducted to account for uncertainties in the parameters that were used in the different models.
publisherAmerican Society of Civil Engineers
titleEffect of Past Delivery Practices on Current Conditions of Cast-Iron Water Pipes
typeJournal Paper
journal volume20
journal issue1
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000160
treeJournal of Infrastructure Systems:;2014:;Volume ( 020 ):;issue: 001
contenttypeFulltext


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