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    Stability of Footings Adjacent to Pile Walls

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    Author:
    Ghassan A.
    ,
    Sudani
    ,
    Nicholas
    ,
    Brake
    ,
    Mien
    ,
    Jao
    DOI: 10.1061/(ASCE)GM.1943-5622.0000480
    Publisher: American Society of Civil Engineers
    Abstract: The stability of a footing may be destabilized near a retaining wall because of increased lateral displacement and decreased soil confining pressure. The stability of footing within this footing–soil–wall system is complex and not predicted using the classical solutions utilized for a semi-infinite footing–soil system. In this study, the bearing capacity of a concrete footing placed near a wall of spaced driven concrete piles using three-dimensional finite-element (FE) analysis with
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      Stability of Footings Adjacent to Pile Walls

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    contributor authorGhassan A.
    contributor authorSudani
    contributor authorNicholas
    contributor authorBrake
    contributor authorMien
    contributor authorJao
    date accessioned2017-05-08T22:13:21Z
    date available2017-05-08T22:13:21Z
    date copyrightDecember 2015
    date issued2015
    identifier other39891013.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74118
    description abstractThe stability of a footing may be destabilized near a retaining wall because of increased lateral displacement and decreased soil confining pressure. The stability of footing within this footing–soil–wall system is complex and not predicted using the classical solutions utilized for a semi-infinite footing–soil system. In this study, the bearing capacity of a concrete footing placed near a wall of spaced driven concrete piles using three-dimensional finite-element (FE) analysis with
    publisherAmerican Society of Civil Engineers
    titleStability of Footings Adjacent to Pile Walls
    typeJournal Paper
    journal volume15
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000480
    treeInternational Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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