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    Influence of Cementation on Liquefaction of Sands

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author:
    G. Wayne Clough
    ,
    Jotaro Iwabuchi
    ,
    N. Shafli Rad
    ,
    T. Kuppusamy
    DOI: 10.1061/(ASCE)0733-9410(1989)115:8(1102)
    Publisher: American Society of Civil Engineers
    Abstract: Cementation can exist in a sand naturally or it can be added artificially. In either case, it is known to increase the resistance of a sand to liquefaction, and can be a critical factor in engineering decisions about site response, This investigation involves testing of weakly cemented sands which have a range of cementation levels and unit weights. Both triaxial and cubical cyclic shear devices are used in the testing. The cubical shear apparatus is used to allow assessment of possible stress concentration effects in the triaxial device, and to investigate loading under multiaxial stress conditions. The experimental results are used to separate the effects of unit weight and cementation, and to define the conditions where cementation begins to override the influence of unit weight.
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      Influence of Cementation on Liquefaction of Sands

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    https://yetl.yabesh.ir/yetl1/handle/yetl/20500
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    contributor authorG. Wayne Clough
    contributor authorJotaro Iwabuchi
    contributor authorN. Shafli Rad
    contributor authorT. Kuppusamy
    date accessioned2017-05-08T20:35:27Z
    date available2017-05-08T20:35:27Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9410%281989%29115%3A8%281102%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20500
    description abstractCementation can exist in a sand naturally or it can be added artificially. In either case, it is known to increase the resistance of a sand to liquefaction, and can be a critical factor in engineering decisions about site response, This investigation involves testing of weakly cemented sands which have a range of cementation levels and unit weights. Both triaxial and cubical cyclic shear devices are used in the testing. The cubical shear apparatus is used to allow assessment of possible stress concentration effects in the triaxial device, and to investigate loading under multiaxial stress conditions. The experimental results are used to separate the effects of unit weight and cementation, and to define the conditions where cementation begins to override the influence of unit weight.
    publisherAmerican Society of Civil Engineers
    titleInfluence of Cementation on Liquefaction of Sands
    typeJournal Paper
    journal volume115
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1989)115:8(1102)
    treeJournal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    contenttypeFulltext
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