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    CK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author:
    N. Sivakugan
    ,
    R. D. Holtz
    ,
    J. L. Chameau
    DOI: 10.1061/(ASCE)0733-9410(1988)114:3(284)
    Publisher: American Society of Civil Engineers
    Abstract: Because of their practicality and simplicity, consolidated isotropic undrained compression (CIUC) triaxial tests are commonly used in practice to determine the undrained shear strength of cohesive soils, even though CAUC or
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      CK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20258
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    contributor authorN. Sivakugan
    contributor authorR. D. Holtz
    contributor authorJ. L. Chameau
    date accessioned2017-05-08T20:34:57Z
    date available2017-05-08T20:34:57Z
    date copyrightMarch 1988
    date issued1988
    identifier other%28asce%290733-9410%281988%29114%3A3%28284%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20258
    description abstractBecause of their practicality and simplicity, consolidated isotropic undrained compression (CIUC) triaxial tests are commonly used in practice to determine the undrained shear strength of cohesive soils, even though CAUC or
    publisherAmerican Society of Civil Engineers
    titleCK0UC Shear Strength of Normally Consolidated Clays from CIUC Tests
    typeJournal Paper
    journal volume114
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1988)114:3(284)
    treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    contenttypeFulltext
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