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    Effect of Soil Plasticity on Cyclic Response

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author:
    Mladen Vucetic
    ,
    Ricardo Dobry
    DOI: 10.1061/(ASCE)0733-9410(1991)117:1(89)
    Publisher: American Society of Civil Engineers
    Abstract: A study on the influence of the plasticity index (PI) on the cyclic stress‐strain parameters of saturated soils needed for site‐response evaluations and seismic microzonation is presented. Ready‐to‐use charts are included, showing the effect of PI on the location of the modulus reduction curve
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      Effect of Soil Plasticity on Cyclic Response

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20715
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    contributor authorMladen Vucetic
    contributor authorRicardo Dobry
    date accessioned2017-05-08T20:35:52Z
    date available2017-05-08T20:35:52Z
    date copyrightJanuary 1991
    date issued1991
    identifier other%28asce%290733-9410%281991%29117%3A1%2889%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20715
    description abstractA study on the influence of the plasticity index (PI) on the cyclic stress‐strain parameters of saturated soils needed for site‐response evaluations and seismic microzonation is presented. Ready‐to‐use charts are included, showing the effect of PI on the location of the modulus reduction curve
    publisherAmerican Society of Civil Engineers
    titleEffect of Soil Plasticity on Cyclic Response
    typeJournal Paper
    journal volume117
    journal issue1
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1991)117:1(89)
    treeJournal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 001
    contenttypeFulltext
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