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    Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    R. Dobry
    ,
    S. Thevanayagam
    ,
    C. Medina
    ,
    R. Bethapudi
    ,
    A. Elgamal
    ,
    V. Bennett
    ,
    T. Abdoun
    ,
    M. Zeghal
    ,
    U. El Shamy
    ,
    V. M. Mercado
    DOI: 10.1061/(ASCE)GT.1943-5606.0000409
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines in detail the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field. The test was conducted using a 6-m tall inclined laminar box shaken at the base. At the end of shaking, nearly the whole deposit was liquefied, and the ground surface displacement had reached 32 cm. The presented analysis of lateral spreading mechanics utilizes a unique set of lateral displacement results,
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      Mechanics of Lateral Spreading Observed in a Full-Scale Shake Test

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62191
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. Dobry
    contributor authorS. Thevanayagam
    contributor authorC. Medina
    contributor authorR. Bethapudi
    contributor authorA. Elgamal
    contributor authorV. Bennett
    contributor authorT. Abdoun
    contributor authorM. Zeghal
    contributor authorU. El Shamy
    contributor authorV. M. Mercado
    date accessioned2017-05-08T21:47:01Z
    date available2017-05-08T21:47:01Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000426.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62191
    description abstractThis paper examines in detail the mechanics of lateral spreading observed in a full-scale test of a sloping saturated fine sand deposit, representative of liquefiable, young alluvial and hydraulic fill sands in the field. The test was conducted using a 6-m tall inclined laminar box shaken at the base. At the end of shaking, nearly the whole deposit was liquefied, and the ground surface displacement had reached 32 cm. The presented analysis of lateral spreading mechanics utilizes a unique set of lateral displacement results,
    publisherAmerican Society of Civil Engineers
    titleMechanics of Lateral Spreading Observed in a Full-Scale Shake Test
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000409
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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