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    Failure and Dilatancy Properties of Sand at Relatively Low Stresses

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 012
    Author:
    Laurent Lancelot
    ,
    Isam Shahrour
    ,
    Marwan Al Mahmoud
    DOI: 10.1061/(ASCE)0733-9399(2006)132:12(1396)
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of geotechnical problems concerned by low confinement such as design of shallow foundations and analysis of slope stability and soil liquefaction requires modeling of the soil behavior at low stresses. This note includes a laboratory study of the behavior of Hostun RF sand at low cell pressure
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      Failure and Dilatancy Properties of Sand at Relatively Low Stresses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86203
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    contributor authorLaurent Lancelot
    contributor authorIsam Shahrour
    contributor authorMarwan Al Mahmoud
    date accessioned2017-05-08T22:40:48Z
    date available2017-05-08T22:40:48Z
    date copyrightDecember 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A12%281396%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86203
    description abstractAnalysis of geotechnical problems concerned by low confinement such as design of shallow foundations and analysis of slope stability and soil liquefaction requires modeling of the soil behavior at low stresses. This note includes a laboratory study of the behavior of Hostun RF sand at low cell pressure
    publisherAmerican Society of Civil Engineers
    titleFailure and Dilatancy Properties of Sand at Relatively Low Stresses
    typeJournal Paper
    journal volume132
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:12(1396)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 012
    contenttypeFulltext
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