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contributor authorRose J.;Grasley Z.;Tang M.;Edwards M.;Wang F.
date accessioned2019-02-26T07:33:21Z
date available2019-02-26T07:33:21Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002503.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247849
description abstractMany concrete water-distribution systems are past their service life and need repair due to leaks associated with cracks. Autogenous healing of concrete cracks and leaks can sometimes occur if the chemistry of distributed water is favorable, whereas small leaks eventually cause pipe failures if water chemistry is unfavorable. This study evaluates autogenous healing of simulated potable-water concrete distribution pipe leaks. Cement mortar pipe sections with leaks created by controlled cracking, extremes of decalcification, and water chemistry are studied, with the trajectory of leaks (and autogenous repair) monitored by permeability. Cracked specimens show significantly high permeability compared with decalcified specimens. The healing solutions reduce the permeability of the damaged specimens by as much as a factor of 12.5 for cracked specimens and by a factor of 3.5 for decalcified specimens. The healing process essentially requires solutions with supersaturated amounts of calcium carbonate to significantly reduce permeability of the cracked or leached specimens.
publisherAmerican Society of Civil Engineers
titleAccelerated Autogenous Healing of Concrete Pipe Sections with Crack and Decalcification Damage
typeJournal Paper
journal volume30
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002503
page4018308
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 012
contenttypeFulltext


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