Show simple item record

contributor authorS. Tanary
contributor authorA. Fahim
contributor authorM. Munro
date accessioned2017-05-08T21:13:50Z
date available2017-05-08T21:13:50Z
date copyrightDecember 1994
date issued1994
identifier other%28asce%290887-381x%281994%298%3A4%28121%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43584
description abstractThe magnitude of the hydrostatic pressure that results from the growth of an ice layer at the top of a water‐filled manhole is determined using both analytical (for a thin ice layer) and finite‐element methods (for a thick ice layer). The ice‐layer freeze/fracture cycle during the growth of the ice layer is predicted analytically and subsequently verified experimentally. A general expression for the hydrostatic pressure as a function of ice thickness and cross‐sectional area
publisherAmerican Society of Civil Engineers
titleHydrostatic Pressure Loading due to Ice Formation in Manholes
typeJournal Paper
journal volume8
journal issue4
journal titleJournal of Cold Regions Engineering
identifier doi10.1061/(ASCE)0887-381X(1994)8:4(121)
treeJournal of Cold Regions Engineering:;1994:;Volume ( 008 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record