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    Sheetpile Interlock Tension in Cellular Cofferdams

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author:
    Mark P. Rossow
    DOI: 10.1061/(ASCE)0733-9410(1984)110:10(1446)
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for calculating the interlock tensions in the sheetpile walls of a circular cellular cofferdam. A horizontal strip of unit width of wall is considered and the governing equations are derived from equilibrium and compatibility requirements for the strip. The pressure of the cell fill against the sheetpile walls is assumed known. Numerical examples are presented in which interlock tensions in the arc cell, main cell, and common‐wall are calculated for various pressures. Bulging of the cell walls and rotation of the legs of the connecting Y are also found. The calculations provide theoretical justification for use of an equation for estimating the force in the common‐wall and lead to a generalization of that equation. The method may be applied to other sheetpile wall configurations besides those of a circular cofferdam.
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      Sheetpile Interlock Tension in Cellular Cofferdams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19484
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    contributor authorMark P. Rossow
    date accessioned2017-05-08T20:33:27Z
    date available2017-05-08T20:33:27Z
    date copyrightOctober 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A10%281446%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19484
    description abstractA method is presented for calculating the interlock tensions in the sheetpile walls of a circular cellular cofferdam. A horizontal strip of unit width of wall is considered and the governing equations are derived from equilibrium and compatibility requirements for the strip. The pressure of the cell fill against the sheetpile walls is assumed known. Numerical examples are presented in which interlock tensions in the arc cell, main cell, and common‐wall are calculated for various pressures. Bulging of the cell walls and rotation of the legs of the connecting Y are also found. The calculations provide theoretical justification for use of an equation for estimating the force in the common‐wall and lead to a generalization of that equation. The method may be applied to other sheetpile wall configurations besides those of a circular cofferdam.
    publisherAmerican Society of Civil Engineers
    titleSheetpile Interlock Tension in Cellular Cofferdams
    typeJournal Paper
    journal volume110
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:10(1446)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010
    contenttypeFulltext
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