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    Temperature‐Independent Relationships for Frozen Soils

    Source: Journal of Cold Regions Engineering:;1992:;Volume ( 006 ):;issue: 001
    Author:
    H. Wijeweera
    ,
    R. C. Joshi
    DOI: 10.1061/(ASCE)0887-381X(1992)6:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Constant strain‐rate and creep tests were conducted in uniaxial compression on saturated samples of six fine‐grained frozen soils at temperatures between
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      Temperature‐Independent Relationships for Frozen Soils

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/43549
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    contributor authorH. Wijeweera
    contributor authorR. C. Joshi
    date accessioned2017-05-08T21:13:47Z
    date available2017-05-08T21:13:47Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290887-381x%281992%296%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43549
    description abstractConstant strain‐rate and creep tests were conducted in uniaxial compression on saturated samples of six fine‐grained frozen soils at temperatures between
    publisherAmerican Society of Civil Engineers
    titleTemperature‐Independent Relationships for Frozen Soils
    typeJournal Paper
    journal volume6
    journal issue1
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1992)6:1(1)
    treeJournal of Cold Regions Engineering:;1992:;Volume ( 006 ):;issue: 001
    contenttypeFulltext
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