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    Hydrostatic Pressure Loading due to Ice Formation in Manholes

    Source: Journal of Cold Regions Engineering:;1994:;Volume ( 008 ):;issue: 004
    Author:
    S. Tanary
    ,
    A. Fahim
    ,
    M. Munro
    DOI: 10.1061/(ASCE)0887-381X(1994)8:4(121)
    Publisher: American Society of Civil Engineers
    Abstract: The 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
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      Hydrostatic Pressure Loading due to Ice Formation in Manholes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43584
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    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
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