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    Reliability Comparison for Sheet‐Pile Cellular Structures

    Source: Journal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 004
    Author:
    Charles T. Jahren
    DOI: 10.1061/(ASCE)0887-3828(1990)4:4(216)
    Publisher: American Society of Civil Engineers
    Abstract: A sheet‐pile cellular structure is constructed by arranging straight web sheet piles in a cylindrical shape and filling the enclosed volume with soil. The structure may be used singly as a mooring structure in a harbor, or several may be interconnected to form a retaining structure or cofferdam. The results of a reliability study on sheet‐pile cellular structures are reported and a sensitivity analysis is conducted. The study is based on design and instrumentation data from four cell structures representing the current state of the art for cell structure design. Each structure is analyzed for performance with regard to the bursting, vertical shear, and sliding failure modes. The results indicate that bursting is the most likely failure mode for cell structures that are designed according to the present state of the art. Further analysis indicates that the results are sensitive to changes in several of the input parameters, but that the basic findings are unchanged within the range of changes in the sensitivity analysis.
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      Reliability Comparison for Sheet‐Pile Cellular Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43918
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    contributor authorCharles T. Jahren
    date accessioned2017-05-08T21:14:22Z
    date available2017-05-08T21:14:22Z
    date copyrightNovember 1990
    date issued1990
    identifier other%28asce%290887-3828%281990%294%3A4%28216%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43918
    description abstractA sheet‐pile cellular structure is constructed by arranging straight web sheet piles in a cylindrical shape and filling the enclosed volume with soil. The structure may be used singly as a mooring structure in a harbor, or several may be interconnected to form a retaining structure or cofferdam. The results of a reliability study on sheet‐pile cellular structures are reported and a sensitivity analysis is conducted. The study is based on design and instrumentation data from four cell structures representing the current state of the art for cell structure design. Each structure is analyzed for performance with regard to the bursting, vertical shear, and sliding failure modes. The results indicate that bursting is the most likely failure mode for cell structures that are designed according to the present state of the art. Further analysis indicates that the results are sensitive to changes in several of the input parameters, but that the basic findings are unchanged within the range of changes in the sensitivity analysis.
    publisherAmerican Society of Civil Engineers
    titleReliability Comparison for Sheet‐Pile Cellular Structures
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1990)4:4(216)
    treeJournal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;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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