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    Frost Penetration and Thermal Regime in Dry Gravel

    Source: Journal of Cold Regions Engineering:;1988:;Volume ( 002 ):;issue: 003
    Author:
    S. McKeown
    ,
    J. I. Clark
    ,
    D. Matheson
    DOI: 10.1061/(ASCE)0887-381X(1988)2:3(111)
    Publisher: American Society of Civil Engineers
    Abstract: The depth of frost and ground temperatures were monitored on a regular basis between 1983 and 1985 at 12 locations in Tumbler Ridge, British Columbia. The soil is dry gravel which has a moisture content of 1.5 to 4%. The maximum depth of frost recorded was 3.98 m for a winter having 1,430 ° C‐days. Back calculation using the Stefan equation yielded
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      Frost Penetration and Thermal Regime in Dry Gravel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43480
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    contributor authorS. McKeown
    contributor authorJ. I. Clark
    contributor authorD. Matheson
    date accessioned2017-05-08T21:13:40Z
    date available2017-05-08T21:13:40Z
    date copyrightSeptember 1988
    date issued1988
    identifier other%28asce%290887-381x%281988%292%3A3%28111%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43480
    description abstractThe depth of frost and ground temperatures were monitored on a regular basis between 1983 and 1985 at 12 locations in Tumbler Ridge, British Columbia. The soil is dry gravel which has a moisture content of 1.5 to 4%. The maximum depth of frost recorded was 3.98 m for a winter having 1,430 ° C‐days. Back calculation using the Stefan equation yielded
    publisherAmerican Society of Civil Engineers
    titleFrost Penetration and Thermal Regime in Dry Gravel
    typeJournal Paper
    journal volume2
    journal issue3
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1988)2:3(111)
    treeJournal of Cold Regions Engineering:;1988:;Volume ( 002 ):;issue: 003
    contenttypeFulltext
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