YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Geotechnical Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Rational Polynomial Technique in lope‐Reliability Analysis

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author:
    R. N. Chowdhury
    ,
    D. W. Xu
    DOI: 10.1061/(ASCE)0733-9410(1993)119:12(1910)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the application of a numerical technique, known as the rational polynomial approximation, to the first‐order second‐moment method for calculating statistical moments of a performance function in reliability analysis. The approach is used for slope reliability analysis within the framework of limit equilibrium considering two recognized methods of analysis (i.e. the 1965 generalized procedure of slices of Morgenstein and Price and the 1979 Sarma method). It is shown that the rational polynomial technique works well for the first‐order second‐moment method of slope reliability analysis based on two rigorous methods of limit equilibrium involving nonexplicit performance functions. The calculation can always be made with confidence whether the performance function is explicit or inexplicit, linear or nonlinear. Two illustrative examples are presented in this paper: one for a homogeneous slope and the other for a slope in layered soil. The results for the reliability index are compared with two other methods, the point‐estimate method and Monte Carlo simulation method. In the past, such comparisons have generally been made only for slope‐stability models involving explicit performance functions.
    • Download: (888.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Statistics

      Rational Polynomial Technique in lope‐Reliability Analysis

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/21191
    Collections
    • Journal of Geotechnical Engineering

    Show full item record

    contributor authorR. N. Chowdhury
    contributor authorD. W. Xu
    date accessioned2017-05-08T20:36:47Z
    date available2017-05-08T20:36:47Z
    date copyrightDecember 1993
    date issued1993
    identifier other%28asce%290733-9410%281993%29119%3A12%281910%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21191
    description abstractThis paper is concerned with the application of a numerical technique, known as the rational polynomial approximation, to the first‐order second‐moment method for calculating statistical moments of a performance function in reliability analysis. The approach is used for slope reliability analysis within the framework of limit equilibrium considering two recognized methods of analysis (i.e. the 1965 generalized procedure of slices of Morgenstein and Price and the 1979 Sarma method). It is shown that the rational polynomial technique works well for the first‐order second‐moment method of slope reliability analysis based on two rigorous methods of limit equilibrium involving nonexplicit performance functions. The calculation can always be made with confidence whether the performance function is explicit or inexplicit, linear or nonlinear. Two illustrative examples are presented in this paper: one for a homogeneous slope and the other for a slope in layered soil. The results for the reliability index are compared with two other methods, the point‐estimate method and Monte Carlo simulation method. In the past, such comparisons have generally been made only for slope‐stability models involving explicit performance functions.
    publisherAmerican Society of Civil Engineers
    titleRational Polynomial Technique in lope‐Reliability Analysis
    typeJournal Paper
    journal volume119
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1993)119:12(1910)
    treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian