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contributor authorS. J. Han
contributor authorD. J. Goodings
contributor authorA. Torrents
contributor authorM. Zeinali
date accessioned2017-05-08T21:13:59Z
date available2017-05-08T21:13:59Z
date copyrightJune 1999
date issued1999
identifier other%28asce%290887-381x%281999%2913%3A2%28103%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43672
description abstractCertrifuge model tests are used to identify the path of dyed ethylene glycol (antifreeze) when it leaks from a cylinder buried in freezing or frozen silt at different times during the freezing cycle. The paths followed are contrasted to the path followed by release of dyed water from the same cylinder in a model undergoing freezing, and in another model, to the path followed by release of the ethylene glycol from the cylinder into soil not subjected to freezing. When ethylene glycol is released after freezing has penetrated well below the elevation of the leak, it is contained, at least over that duration (simulating 0.4 years), by the surrounding ice rich frozen soil. The same behavior is observed when ethylene glycol is released into unfrozen soil that experiences no subsequent freezing. When ethylene glycol is released before freezing, subsequent freezing draws the contaminant vertically to the soil surface. When it is released as freezing is occurring at the elevation at which the ethylene glycol is released, its path is long and inclined upward, moving far from the point of injection; dyed water released at the same elevation and at the same point during the freezing process does not travel far from the point of injection before being frozen in place.
publisherAmerican Society of Civil Engineers
titleUnderground Leakage into Freezing Ground
typeJournal Paper
journal volume13
journal issue2
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1999)13:2(103)
treeJournal of Cold Regions Engineering:;1999:;Volume ( 013 ):;issue: 002
contenttypeFulltext


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