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    Earth Pressure on Retaining Walls Near Rock Faces

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author:
    Sam Frydman
    ,
    Israel Keissar
    DOI: 10.1061/(ASCE)0733-9410(1987)113:6(586)
    Publisher: American Society of Civil Engineers
    Abstract: The present study examines the lateral earth pressure transferred to a rigid retaining wall by granular fill confined between the wall and an adjacent rock face. The centrifuge modeling technique is used to test small models in which rotation of the wall about its base can be controlled, thus allowing observation of changes in pressure from the at‐rest to the active condition. Janssen's silo pressure equation may be reasonably used for estimation of the atrest pressure, using an earth pressure coefficient,
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      Earth Pressure on Retaining Walls Near Rock Faces

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20097
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    contributor authorSam Frydman
    contributor authorIsrael Keissar
    date accessioned2017-05-08T20:34:39Z
    date available2017-05-08T20:34:39Z
    date copyrightJune 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A6%28586%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20097
    description abstractThe present study examines the lateral earth pressure transferred to a rigid retaining wall by granular fill confined between the wall and an adjacent rock face. The centrifuge modeling technique is used to test small models in which rotation of the wall about its base can be controlled, thus allowing observation of changes in pressure from the at‐rest to the active condition. Janssen's silo pressure equation may be reasonably used for estimation of the atrest pressure, using an earth pressure coefficient,
    publisherAmerican Society of Civil Engineers
    titleEarth Pressure on Retaining Walls Near Rock Faces
    typeJournal Paper
    journal volume113
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:6(586)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    contenttypeFulltext
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