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    Effects of Triaxial Sample Scaling on the Mechanical Behavior of Alluvial Gravels

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001::page 04025166-1
    Author:
    Girumugisha, Gilbert
    ,
    Ovalle, Carlos
    ,
    Reith, Holger
    ,
    Stutz, Hans Henning
    DOI: 10.1061/JGGEFK.GTENG-13923
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn practical engineering, mechanical characterization of coarse gravels is usually performed on small-scale specimens, where the maximum particle size is limited to fit the material in standard testing devices. This implies altering the original ...
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      Effects of Triaxial Sample Scaling on the Mechanical Behavior of Alluvial Gravels

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311494
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorGirumugisha, Gilbert
    contributor authorOvalle, Carlos
    contributor authorReith, Holger
    contributor authorStutz, Hans Henning
    date accessioned2026-08-20T10:57:26Z
    date available2026-08-20T10:57:26Z
    date copyright2025/10/27
    date issued2026
    identifier otherJGGEFK.GTENG-13923.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311494
    description abstractAbstractIn practical engineering, mechanical characterization of coarse gravels is usually performed on small-scale specimens, where the maximum particle size is limited to fit the material in standard testing devices. This implies altering the original ...
    publisherAmerican Society of Civil Engineers
    titleEffects of Triaxial Sample Scaling on the Mechanical Behavior of Alluvial Gravels
    typeJournal Article
    journal volume152
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13923
    journal fristpage04025166-1
    journal lastpage04025166-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
    contenttypeFulltext
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