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    Estimating the Shear Modulus of Gravelly Soils

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author:
    Bobby O. Hardin
    ,
    Michael E. Kalinski
    DOI: 10.1061/(ASCE)1090-0241(2005)131:7(867)
    Publisher: American Society of Civil Engineers
    Abstract: A special large-scale torsional resonant column apparatus was used to test gravelly soils. Values of small strain elastic shear modulus
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      Estimating the Shear Modulus of Gravelly Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52728
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorBobby O. Hardin
    contributor authorMichael E. Kalinski
    date accessioned2017-05-08T21:28:16Z
    date available2017-05-08T21:28:16Z
    date copyrightJuly 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A7%28867%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52728
    description abstractA special large-scale torsional resonant column apparatus was used to test gravelly soils. Values of small strain elastic shear modulus
    publisherAmerican Society of Civil Engineers
    titleEstimating the Shear Modulus of Gravelly Soils
    typeJournal Paper
    journal volume131
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:7(867)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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