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    Finite-Element Simulation for Contribution of Matric Suction and Friction Angle to Stress Distribution during Pulling-Out Process

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    Author:
    Abdolhossein
    ,
    Khalilnejad
    ,
    Faisal Hj.
    ,
    Ali
    ,
    Roslan
    ,
    Hashim
    ,
    Normaniza
    ,
    Osman
    DOI: 10.1061/(ASCE)GM.1943-5622.0000243
    Publisher: American Society of Civil Engineers
    Abstract: In slope engineering, soils are ordinarily in an unsaturated state. Today the application of unsaturated soil mechanics theory to slope stability analysis has become an essential point in geotechnical engineering research. To explain the relationship between matric suction and soil structure with slope stability (via the pulling-out effect), reasonable finite-element (FE) modules can be created. By using FE analysis (which includes the existing soil parameters), the stability of residual soil slope can be simulated under different water contents (via changes in matric suction) and soil structures (via different
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      Finite-Element Simulation for Contribution of Matric Suction and Friction Angle to Stress Distribution during Pulling-Out Process

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/61646
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    • International Journal of Geomechanics

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    contributor authorAbdolhossein
    contributor authorKhalilnejad
    contributor authorFaisal Hj.
    contributor authorAli
    contributor authorRoslan
    contributor authorHashim
    contributor authorNormaniza
    contributor authorOsman
    date accessioned2017-05-08T21:45:37Z
    date available2017-05-08T21:45:37Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000258.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61646
    description abstractIn slope engineering, soils are ordinarily in an unsaturated state. Today the application of unsaturated soil mechanics theory to slope stability analysis has become an essential point in geotechnical engineering research. To explain the relationship between matric suction and soil structure with slope stability (via the pulling-out effect), reasonable finite-element (FE) modules can be created. By using FE analysis (which includes the existing soil parameters), the stability of residual soil slope can be simulated under different water contents (via changes in matric suction) and soil structures (via different
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Simulation for Contribution of Matric Suction and Friction Angle to Stress Distribution during Pulling-Out Process
    typeJournal Paper
    journal volume13
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000243
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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