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    Inclination Factors for Bearing Capacity of Shallow Footings

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author:
    George G. Meyerhof
    ,
    Tatsuya Koumoto
    DOI: 10.1061/(ASCE)0733-9410(1987)113:9(1013)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation is made of the inclination factors for estimating the ultimate bearing capacity of shallow strip footings under central load inclined in the direction of footing length. The corresponding theoretical inclination factors are found to be generally larger than the previous factors for a load inclined in the direction of the footing width. The theoretical values of the present inclination factors are compared with some experimental results of model footings on clay and sand.
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      Inclination Factors for Bearing Capacity of Shallow Footings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/20168
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    contributor authorGeorge G. Meyerhof
    contributor authorTatsuya Koumoto
    date accessioned2017-05-08T20:34:48Z
    date available2017-05-08T20:34:48Z
    date copyrightSeptember 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A9%281013%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20168
    description abstractAn investigation is made of the inclination factors for estimating the ultimate bearing capacity of shallow strip footings under central load inclined in the direction of footing length. The corresponding theoretical inclination factors are found to be generally larger than the previous factors for a load inclined in the direction of the footing width. The theoretical values of the present inclination factors are compared with some experimental results of model footings on clay and sand.
    publisherAmerican Society of Civil Engineers
    titleInclination Factors for Bearing Capacity of Shallow Footings
    typeJournal Paper
    journal volume113
    journal issue9
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:9(1013)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 009
    contenttypeFulltext
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