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    Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author:
    Sandra L. Houston
    ,
    Natalia Perez-Garcia
    ,
    William N. Houston
    DOI: 10.1061/(ASCE)1090-0241(2008)134:11(1619)
    Publisher: American Society of Civil Engineers
    Abstract: A series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
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      Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53254
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorSandra L. Houston
    contributor authorNatalia Perez-Garcia
    contributor authorWilliam N. Houston
    date accessioned2017-05-08T21:29:07Z
    date available2017-05-08T21:29:07Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A11%281619%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53254
    description abstractA series of unsaturated soil triaxial tests were performed on four soils including sand, silt, and a low plasticity clay. Attempts were made to correlate unsaturated soil properties from these tests and data from the literature with soil-water characteristics curve (SWCC), soil gradation, and saturated soil properties. The feasibility of estimating unsaturated soil property functions from saturated soil properties, SWCCs and gradation data, is demonstrated. A hyperbolic model for estimation of the unsaturated soil parameter,
    publisherAmerican Society of Civil Engineers
    titleShear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program
    typeJournal Paper
    journal volume134
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:11(1619)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 011
    contenttypeFulltext
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