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    Slope Reliability Analysis Using Generalized Method of Slices

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 004
    Author:
    B. K. Low
    ,
    R. B. Gilbert
    ,
    S. G. Wright
    DOI: 10.1061/(ASCE)1090-0241(1998)124:4(350)
    Publisher: American Society of Civil Engineers
    Abstract: Chen and Morgenstern extended Morgenstern and Price's method of slices by expressing force and moment equilibrium in two equations involving multiple integrals. In the present study a practical nested quadrature integration procedure is proposed and implemented in a spreadsheet, to obtain the factor of safety and side force inclinations that satisfy the Chen-Morgenstern equations. Since the deterministic factor-of-safety analysis does not explicitly reflect the uncertainties of the parameters that affect performance, the paper next considers the Hasofer-Lind second moment reliability index. It is shown that extending from the deterministic analysis—a demanding task in its own right, traditionally—to the hitherto equally complicated reliability index computation requires little extra effort. The spreadsheet approach is powerful and versatile, yet practical, and it affords the user an appreciation of what is being implemented.
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      Slope Reliability Analysis Using Generalized Method of Slices

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51527
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorB. K. Low
    contributor authorR. B. Gilbert
    contributor authorS. G. Wright
    date accessioned2017-05-08T21:26:24Z
    date available2017-05-08T21:26:24Z
    date copyrightApril 1998
    date issued1998
    identifier other%28asce%291090-0241%281998%29124%3A4%28350%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51527
    description abstractChen and Morgenstern extended Morgenstern and Price's method of slices by expressing force and moment equilibrium in two equations involving multiple integrals. In the present study a practical nested quadrature integration procedure is proposed and implemented in a spreadsheet, to obtain the factor of safety and side force inclinations that satisfy the Chen-Morgenstern equations. Since the deterministic factor-of-safety analysis does not explicitly reflect the uncertainties of the parameters that affect performance, the paper next considers the Hasofer-Lind second moment reliability index. It is shown that extending from the deterministic analysis—a demanding task in its own right, traditionally—to the hitherto equally complicated reliability index computation requires little extra effort. The spreadsheet approach is powerful and versatile, yet practical, and it affords the user an appreciation of what is being implemented.
    publisherAmerican Society of Civil Engineers
    titleSlope Reliability Analysis Using Generalized Method of Slices
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1998)124:4(350)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;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
    yabeshDSpacePersian