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    Design Method for Drilled Shafts in Soft Argillaceous Rock

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author:
    Khaled M. Hassan
    ,
    Michael W. O'Neill
    ,
    Shamim A. Sheikh
    ,
    Carl D. Ealy
    DOI: 10.1061/(ASCE)1090-0241(1997)123:3(272)
    Publisher: American Society of Civil Engineers
    Abstract: A simple, rational method for predicting load-movement behavior of axially loaded drilled shafts in argillaceous intermediate geomaterials (hard clays and soft rocks) is presented. The method is based on a parametric finite element study that is described in detail in a companion paper. The method emphasizes the importance of the value of initial concrete pressure and roughness of the borehole. A numerical example is presented, and four diverse case histories are summarized that illustrate applications of the method to realistic geological and construction situations. Parameters that are included in the method include geomaterial compressive strength and modulus, borehole roughness, borehole smear, concrete pressure in the socket, and angle of sliding friction at the interface. The method is applicable to cohesive intermediate geomaterials that exhibit drained (
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      Design Method for Drilled Shafts in Soft Argillaceous Rock

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51317
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    contributor authorKhaled M. Hassan
    contributor authorMichael W. O'Neill
    contributor authorShamim A. Sheikh
    contributor authorCarl D. Ealy
    date accessioned2017-05-08T21:26:03Z
    date available2017-05-08T21:26:03Z
    date copyrightMarch 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A3%28272%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51317
    description abstractA simple, rational method for predicting load-movement behavior of axially loaded drilled shafts in argillaceous intermediate geomaterials (hard clays and soft rocks) is presented. The method is based on a parametric finite element study that is described in detail in a companion paper. The method emphasizes the importance of the value of initial concrete pressure and roughness of the borehole. A numerical example is presented, and four diverse case histories are summarized that illustrate applications of the method to realistic geological and construction situations. Parameters that are included in the method include geomaterial compressive strength and modulus, borehole roughness, borehole smear, concrete pressure in the socket, and angle of sliding friction at the interface. The method is applicable to cohesive intermediate geomaterials that exhibit drained (
    publisherAmerican Society of Civil Engineers
    titleDesign Method for Drilled Shafts in Soft Argillaceous Rock
    typeJournal Paper
    journal volume123
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:3(272)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 003
    contenttypeFulltext
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