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    New Structure-Based Model for Estimating Undrained Shear Strength

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author:
    Ozer Cinicioglu
    ,
    Dobroslav Znidarcic
    ,
    Hon-Yim Ko
    DOI: 10.1061/(ASCE)1090-0241(2007)133:10(1290)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength
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      New Structure-Based Model for Estimating Undrained Shear Strength

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53032
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    contributor authorOzer Cinicioglu
    contributor authorDobroslav Znidarcic
    contributor authorHon-Yim Ko
    date accessioned2017-05-08T21:28:46Z
    date available2017-05-08T21:28:46Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A10%281290%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53032
    description abstractThis paper presents an experimental study of the strength in anisotropic clays by means of centrifuge model, cone penetration, and vane shear tests. To understand the effects of void ratio, overconsolidation ratio, and testing rate on the undrained shear strength
    publisherAmerican Society of Civil Engineers
    titleNew Structure-Based Model for Estimating Undrained Shear Strength
    typeJournal Paper
    journal volume133
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:10(1290)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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