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    Experimental Investigation on Compressive Strength of Frozen Soil versus Strain Rate

    Source: Journal of Cold Regions Engineering:;2001:;Volume ( 015 ):;issue: 002
    Author:
    Hongsheng Li
    ,
    Haitian Yang
    ,
    Cheng Chang
    ,
    Xioutang Sun
    DOI: 10.1061/(ASCE)0887-381X(2001)15:2(125)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an experimental investigation on the compressive strength of frozen soil versus strain rate. The relationship of compressive strength and temperature and strain-rate are examined within certain ranges of strain rate and temperature, the results of which are a number of stress-strain curves. Some formulas are suggested to predict the compressive strength of frozen soil, as compared with experimental results.
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      Experimental Investigation on Compressive Strength of Frozen Soil versus Strain Rate

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    contributor authorHongsheng Li
    contributor authorHaitian Yang
    contributor authorCheng Chang
    contributor authorXioutang Sun
    date accessioned2017-05-08T21:14:04Z
    date available2017-05-08T21:14:04Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%290887-381x%282001%2915%3A2%28125%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43708
    description abstractThis paper describes an experimental investigation on the compressive strength of frozen soil versus strain rate. The relationship of compressive strength and temperature and strain-rate are examined within certain ranges of strain rate and temperature, the results of which are a number of stress-strain curves. Some formulas are suggested to predict the compressive strength of frozen soil, as compared with experimental results.
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation on Compressive Strength of Frozen Soil versus Strain Rate
    typeJournal Paper
    journal volume15
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2001)15:2(125)
    treeJournal of Cold Regions Engineering:;2001:;Volume ( 015 ):;issue: 002
    contenttypeFulltext
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