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    Decementation, Softening, and Collapse: Changes in Small-Strain Shear Stiffness in k0 Loading

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author:
    Tae Sup Yun
    ,
    J. Carlos Santamarina
    DOI: 10.1061/(ASCE)1090-0241(2005)131:3(350)
    Publisher: American Society of Civil Engineers
    Abstract: The small-strain stiffness of freshly remolded soils is controlled by the state of stress. Diagenesis and cementation can significantly stiffen soils. However, these effects are lost at relatively low strain levels. Previous experimental results have shown the detrimental and irrecoverable effects of unloading on cementation. This study explores the effect of
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      Decementation, Softening, and Collapse: Changes in Small-Strain Shear Stiffness in k0 Loading

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    https://yetl.yabesh.ir/yetl1/handle/yetl/52671
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    contributor authorTae Sup Yun
    contributor authorJ. Carlos Santamarina
    date accessioned2017-05-08T21:28:11Z
    date available2017-05-08T21:28:11Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A3%28350%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52671
    description abstractThe small-strain stiffness of freshly remolded soils is controlled by the state of stress. Diagenesis and cementation can significantly stiffen soils. However, these effects are lost at relatively low strain levels. Previous experimental results have shown the detrimental and irrecoverable effects of unloading on cementation. This study explores the effect of
    publisherAmerican Society of Civil Engineers
    titleDecementation, Softening, and Collapse: Changes in Small-Strain Shear Stiffness in k0 Loading
    typeJournal Paper
    journal volume131
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:3(350)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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