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    How Reliable is the Plasticity Index for Estimating the Liquefaction Potential of Clayey Sands?

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    Ivan B. Gratchev
    ,
    Kyoji Sassa
    ,
    Hiroshi Fukuoka
    DOI: 10.1061/(ASCE)1090-0241(2006)132:1(124)
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the validity of the plasticity index (PI) as a criterion for estimating the liquefaction potential of clayey soils under cyclic loading. The results of undrained cyclic stress-controlled ring-shear tests on artificial mixtures of sand with different clays saturated with water indicated that an increase in PI decreased the soil potential to liquefy, and soil with
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      How Reliable is the Plasticity Index for Estimating the Liquefaction Potential of Clayey Sands?

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52777
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    contributor authorIvan B. Gratchev
    contributor authorKyoji Sassa
    contributor authorHiroshi Fukuoka
    date accessioned2017-05-08T21:28:24Z
    date available2017-05-08T21:28:24Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A1%28124%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52777
    description abstractThis paper examines the validity of the plasticity index (PI) as a criterion for estimating the liquefaction potential of clayey soils under cyclic loading. The results of undrained cyclic stress-controlled ring-shear tests on artificial mixtures of sand with different clays saturated with water indicated that an increase in PI decreased the soil potential to liquefy, and soil with
    publisherAmerican Society of Civil Engineers
    titleHow Reliable is the Plasticity Index for Estimating the Liquefaction Potential of Clayey Sands?
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:1(124)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    contenttypeFulltext
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