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    Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author:
    Nilo Cesar Consoli
    ,
    Karla Salvagni Heineck
    ,
    Michele Dal Toé Casagrande
    ,
    Matthew Richard Coop
    DOI: 10.1061/(ASCE)1090-0241(2007)133:11(1466)
    Publisher: American Society of Civil Engineers
    Abstract: The results of drained triaxial tests on fiber reinforced and nonreinforced sand (Osorio sand) specimens are presented in this work, considering effective stresses varying from 20 to
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      Shear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53052
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    contributor authorNilo Cesar Consoli
    contributor authorKarla Salvagni Heineck
    contributor authorMichele Dal Toé Casagrande
    contributor authorMatthew Richard Coop
    date accessioned2017-05-08T21:28:47Z
    date available2017-05-08T21:28:47Z
    date copyrightNovember 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A11%281466%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53052
    description abstractThe results of drained triaxial tests on fiber reinforced and nonreinforced sand (Osorio sand) specimens are presented in this work, considering effective stresses varying from 20 to
    publisherAmerican Society of Civil Engineers
    titleShear Strength Behavior of Fiber-Reinforced Sand Considering Triaxial Tests under Distinct Stress Paths
    typeJournal Paper
    journal volume133
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:11(1466)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    contenttypeFulltext
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