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    On Comparing Simple Shear and Triaxial Test Results

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author:
    M. Budhu
    DOI: 10.1061/(ASCE)0733-9410(1984)110:12(1809)
    Publisher: American Society of Civil Engineers
    Abstract: It is indisputable that nonuniformities of stresses and strains exist in soils tested not only in the simple shear apparatus (SSA) but in the triaxial apparatus as well. These nonuniformities alone cannot explain the differences observed from the results of soils tests in the SSA and the triaxial apparatus. Regardless of nonuniformities, the behavior of soils in the SSA and triaxial apparatus should differ from one another because they were designed to impose different stress conditions on the soil samples. This study shows that the often-ignored intermediate principal stresses in the SSA play a significant role in the response of soils tested under plane strain conditions. The stress path followed by sand in the two apparatus differ significantly when the intermediate principal stresses are taken into account.
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      On Comparing Simple Shear and Triaxial Test Results

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    contributor authorM. Budhu
    date accessioned2017-05-08T20:33:32Z
    date available2017-05-08T20:33:32Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A12%281809%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19523
    description abstractIt is indisputable that nonuniformities of stresses and strains exist in soils tested not only in the simple shear apparatus (SSA) but in the triaxial apparatus as well. These nonuniformities alone cannot explain the differences observed from the results of soils tests in the SSA and the triaxial apparatus. Regardless of nonuniformities, the behavior of soils in the SSA and triaxial apparatus should differ from one another because they were designed to impose different stress conditions on the soil samples. This study shows that the often-ignored intermediate principal stresses in the SSA play a significant role in the response of soils tested under plane strain conditions. The stress path followed by sand in the two apparatus differ significantly when the intermediate principal stresses are taken into account.
    publisherAmerican Society of Civil Engineers
    titleOn Comparing Simple Shear and Triaxial Test Results
    typeJournal Paper
    journal volume110
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:12(1809)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 012
    contenttypeFulltext
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