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    New Geometric Average Method for Calculation of Ultimate Bearing Capacity of Shallow Foundations on Stratified Sands

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 002
    Author:
    Mahmoud
    ,
    Ghazavi
    ,
    Amir Hossein
    ,
    Eghbali
    DOI: 10.1061/(ASCE)GM.1943-5622.0000187
    Publisher: American Society of Civil Engineers
    Abstract: Obtaining the bearing capacity of shallow foundations in a nonhomogeneous soil profile has been a challenging task in geotechnical engineering. In this paper, a new geometric average for the equivalent soil friction angle (
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      New Geometric Average Method for Calculation of Ultimate Bearing Capacity of Shallow Foundations on Stratified Sands

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61588
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    • International Journal of Geomechanics

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    contributor authorMahmoud
    contributor authorGhazavi
    contributor authorAmir Hossein
    contributor authorEghbali
    date accessioned2017-05-08T21:45:30Z
    date available2017-05-08T21:45:30Z
    date copyrightApril 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000200.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61588
    description abstractObtaining the bearing capacity of shallow foundations in a nonhomogeneous soil profile has been a challenging task in geotechnical engineering. In this paper, a new geometric average for the equivalent soil friction angle (
    publisherAmerican Society of Civil Engineers
    titleNew Geometric Average Method for Calculation of Ultimate Bearing Capacity of Shallow Foundations on Stratified Sands
    typeJournal Paper
    journal volume13
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000187
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 002
    contenttypeFulltext
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