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    Critical Evaluation of Compression Interpretation Criteria for Drilled Shafts

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author:
    Yit-Jin Chen
    ,
    Yi-Chung Fang
    DOI: 10.1061/(ASCE)GT.1943-5606.0000027
    Publisher: American Society of Civil Engineers
    Abstract: This paper is a critical evaluation of the interpretation criteria of drilled shafts under axial compression loading. A wide variety of load test data are used for analysis, and these data are divided into drained and undrained databases. The interpretation criteria are examined from these load test results to establish a consistent compression interpretation criterion. Among these criteria, the range of each interpretation method presents approximately the same trend for both drained and undrained conditions. The statistical results show that the smaller the compression displacement, the higher the coefficient of variation. Moreover, the undrained load test results reveal less variability than the drained results. The load-displacement curve of a drained loading also demonstrates more ductility than that for undrained loading. Based on these analyses, the relative merits and interrelationships of these criteria are established, and specific design recommendations for the interpretation of compression drilled shaft load test, in terms of both capacity and displacement, are given.
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      Critical Evaluation of Compression Interpretation Criteria for Drilled Shafts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61803
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    contributor authorYit-Jin Chen
    contributor authorYi-Chung Fang
    date accessioned2017-05-08T21:46:17Z
    date available2017-05-08T21:46:17Z
    date copyrightAugust 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000041.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61803
    description abstractThis paper is a critical evaluation of the interpretation criteria of drilled shafts under axial compression loading. A wide variety of load test data are used for analysis, and these data are divided into drained and undrained databases. The interpretation criteria are examined from these load test results to establish a consistent compression interpretation criterion. Among these criteria, the range of each interpretation method presents approximately the same trend for both drained and undrained conditions. The statistical results show that the smaller the compression displacement, the higher the coefficient of variation. Moreover, the undrained load test results reveal less variability than the drained results. The load-displacement curve of a drained loading also demonstrates more ductility than that for undrained loading. Based on these analyses, the relative merits and interrelationships of these criteria are established, and specific design recommendations for the interpretation of compression drilled shaft load test, in terms of both capacity and displacement, are given.
    publisherAmerican Society of Civil Engineers
    titleCritical Evaluation of Compression Interpretation Criteria for Drilled Shafts
    typeJournal Paper
    journal volume135
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000027
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    contenttypeFulltext
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