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    Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author:
    Sami O. Akbas
    ,
    Fred H. Kulhawy
    DOI: 10.1061/(ASCE)GT.1943-5606.0000135
    Publisher: American Society of Civil Engineers
    Abstract: The results of 167 full-scale field load tests were used to examine several issues related to the load-displacement behavior of footings in cohesionless soils under axial compression loading, including (1) method to interpret the “failure load” from the load-settlement curves; (2) correlations among interpreted loads and settlements; and (3) generalized load-settlement behavior. The
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      Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61903
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    contributor authorSami O. Akbas
    contributor authorFred H. Kulhawy
    date accessioned2017-05-08T21:46:28Z
    date available2017-05-08T21:46:28Z
    date copyrightNovember 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000150.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61903
    description abstractThe results of 167 full-scale field load tests were used to examine several issues related to the load-displacement behavior of footings in cohesionless soils under axial compression loading, including (1) method to interpret the “failure load” from the load-settlement curves; (2) correlations among interpreted loads and settlements; and (3) generalized load-settlement behavior. The
    publisherAmerican Society of Civil Engineers
    titleAxial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior
    typeJournal Paper
    journal volume135
    journal issue11
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000135
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    contenttypeFulltext
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