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    New Design Approach for Spudcan Penetration in Nonuniform Clay with an Interbedded Stiff Layer

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author:
    Jingbin Zheng
    ,
    Muhammad Shazzad Hossain
    ,
    Dong Wang
    DOI: 10.1061/(ASCE)GT.1943-5606.0001282
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes a mechanism-based design approach for assessing spudcan penetration in soft nonuniform clay with an interbedded stiff layer. The proposed approach is developed on the basis of the results from a parametric study through large deformation finite-element analyses and validated against centrifuge test data. This can be taken as a “top-down” approach. Design formulas are proposed for assessing the limiting cavity depth and soil plug height. A direct comparison between the predicted profiles using the proposed design approach and the “bottom-up” approach recommended in an ISO standard confirms the benefit of using the former.
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      New Design Approach for Spudcan Penetration in Nonuniform Clay with an Interbedded Stiff Layer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/73115
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJingbin Zheng
    contributor authorMuhammad Shazzad Hossain
    contributor authorDong Wang
    date accessioned2017-05-08T22:11:22Z
    date available2017-05-08T22:11:22Z
    date copyrightApril 2015
    date issued2015
    identifier other38103682.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73115
    description abstractThe paper describes a mechanism-based design approach for assessing spudcan penetration in soft nonuniform clay with an interbedded stiff layer. The proposed approach is developed on the basis of the results from a parametric study through large deformation finite-element analyses and validated against centrifuge test data. This can be taken as a “top-down” approach. Design formulas are proposed for assessing the limiting cavity depth and soil plug height. A direct comparison between the predicted profiles using the proposed design approach and the “bottom-up” approach recommended in an ISO standard confirms the benefit of using the former.
    publisherAmerican Society of Civil Engineers
    titleNew Design Approach for Spudcan Penetration in Nonuniform Clay with an Interbedded Stiff Layer
    typeJournal Paper
    journal volume141
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001282
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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