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    Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author:
    A. Usmani
    ,
    G. V. Ramana
    ,
    K. G. Sharma
    DOI: 10.1061/(ASCE)GM.1943-5622.0000144
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the drained stress-strain-volume change behavior of Delhi silt under triaxial compression and extension loading conditions using two different existing constitutive models, the hardening soil (HS) model and a hierarchical single surface (HISS) model. The HISS model is shown to be able to capture the stress-strain-volumetric response in both compression and extension loadings with higher accuracy as compared with the HS model.
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      Stress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61544
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    • International Journal of Geomechanics

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    contributor authorA. Usmani
    contributor authorG. V. Ramana
    contributor authorK. G. Sharma
    date accessioned2017-05-08T21:45:23Z
    date available2017-05-08T21:45:23Z
    date copyrightJune 2012
    date issued2012
    identifier other%28asce%29gm%2E1943-5622%2E0000156.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61544
    description abstractThis study investigates the drained stress-strain-volume change behavior of Delhi silt under triaxial compression and extension loading conditions using two different existing constitutive models, the hardening soil (HS) model and a hierarchical single surface (HISS) model. The HISS model is shown to be able to capture the stress-strain-volumetric response in both compression and extension loadings with higher accuracy as compared with the HS model.
    publisherAmerican Society of Civil Engineers
    titleStress-Strain-Volume Change Modeling of Delhi Silt in Triaxial Compression and Extension
    typeJournal Paper
    journal volume12
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000144
    treeInternational Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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