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    Undrained Shear Strength of K0 Consolidated Soft Soils

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    Author:
    Li-Zhong Wang
    ,
    Kai-lun Shen
    ,
    Sheng-Hua Ye
    DOI: 10.1061/(ASCE)1532-3641(2008)8:2(105)
    Publisher: American Society of Civil Engineers
    Abstract: On the basis of critical state soil mechanics, this study derives theoretical formulas for predicting the undrained shear strength of
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      Undrained Shear Strength of K0 Consolidated Soft Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/55147
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    contributor authorLi-Zhong Wang
    contributor authorKai-lun Shen
    contributor authorSheng-Hua Ye
    date accessioned2017-05-08T21:32:05Z
    date available2017-05-08T21:32:05Z
    date copyrightMarch 2008
    date issued2008
    identifier other%28asce%291532-3641%282008%298%3A2%28105%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55147
    description abstractOn the basis of critical state soil mechanics, this study derives theoretical formulas for predicting the undrained shear strength of
    publisherAmerican Society of Civil Engineers
    titleUndrained Shear Strength of K0 Consolidated Soft Soils
    typeJournal Paper
    journal volume8
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2008)8:2(105)
    treeInternational Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 002
    contenttypeFulltext
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