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    Frictional Properties between Sand and Various Construction Materials

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author:
    Peter J. Bosscher
    ,
    Carlos Ortiz G.
    DOI: 10.1061/(ASCE)0733-9410(1987)113:9(1035)
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this research was to determine the frictional characteristics of various bedrocks and construction materials against sand under cyclic loading. Laboratory testing was conducted using a direct shear device which cyclically strained the sand-material interface. The results indicate that the skin friction is a function of the surface roughness of the solid member against the soil. The apparent skin friction approaches the internal angle of friction of the sand as the surface roughness increases. The behavior of sand as tested in a cyclic direct shear test resembles the behavior of sand when tested in small-amplitude dynamic testing devices. No relationship seems to exist between skin friction and the damping ratio. More additional work will be necessary to verify this finding.
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      Frictional Properties between Sand and Various Construction Materials

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    contributor authorPeter J. Bosscher
    contributor authorCarlos Ortiz G.
    date accessioned2017-05-08T20:34:49Z
    date available2017-05-08T20:34:49Z
    date copyrightSeptember 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A9%281035%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20170
    description abstractThe purpose of this research was to determine the frictional characteristics of various bedrocks and construction materials against sand under cyclic loading. Laboratory testing was conducted using a direct shear device which cyclically strained the sand-material interface. The results indicate that the skin friction is a function of the surface roughness of the solid member against the soil. The apparent skin friction approaches the internal angle of friction of the sand as the surface roughness increases. The behavior of sand as tested in a cyclic direct shear test resembles the behavior of sand when tested in small-amplitude dynamic testing devices. No relationship seems to exist between skin friction and the damping ratio. More additional work will be necessary to verify this finding.
    publisherAmerican Society of Civil Engineers
    titleFrictional Properties between Sand and Various Construction Materials
    typeJournal Paper
    journal volume113
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:9(1035)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    contenttypeFulltext
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