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    Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Gye-Chun Cho
    ,
    Jake Dodds
    ,
    J. Carlos Santamarina
    DOI: 10.1061/(ASCE)1090-0241(2006)132:5(591)
    Publisher: American Society of Civil Engineers
    Abstract: The size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, roundness, and smoothness characterize different scales associated with particle shape. New experimental data and results from published studies are gathered into two databases to explore the effects of particle shape on packing density and on the small-to-large strain mechanical properties of sandy soils. In agreement with previous studies, these data confirm that increased angularity or eccentricity produces an increase in
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      Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52906
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    contributor authorGye-Chun Cho
    contributor authorJake Dodds
    contributor authorJ. Carlos Santamarina
    date accessioned2017-05-08T21:28:32Z
    date available2017-05-08T21:28:32Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A5%28591%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52906
    description abstractThe size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, roundness, and smoothness characterize different scales associated with particle shape. New experimental data and results from published studies are gathered into two databases to explore the effects of particle shape on packing density and on the small-to-large strain mechanical properties of sandy soils. In agreement with previous studies, these data confirm that increased angularity or eccentricity produces an increase in
    publisherAmerican Society of Civil Engineers
    titleParticle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:5(591)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    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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