IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v14y2022i4p2224-d750338.html
   My bibliography  Save this article

Reliability Analysis of an Embankment Built and Reinforced in Soft Ground Using LE and FE

Author

Listed:
  • Jean Lucas dos Passos Belo

    (Department of Airport Infrastructure, São José dos Campos, Aeronautics Institute of Technology (ITA), Vila das Acacias, São José dos Campos 12228-900, SP, Brazil)

  • Jefferson Lins da Silva

    (Laboratory of Geosynthetics, São Carlos School of Engineering, University of São Paulo (USP), São Paulo 13566-590, SP, Brazil)

  • Paulo Ivo Braga de Queiroz

    (Department of Airport Infrastructure, São José dos Campos, Aeronautics Institute of Technology (ITA), Vila das Acacias, São José dos Campos 12228-900, SP, Brazil)

Abstract

A coupling method is presented to integrate well-known geotechnical modeling commercial programs with a reliability one. Coupling enables us to use transformation methods, such as the first-order reliability method (FORM), to evaluate the reliability index ( β ) of a model, via the limit equilibrium (LEM) or the finite-element method (FEM). It was applied to a case study of a stage-constructed embankment on soft ground by considering two conditions, unreinforced and reinforced, to investigate its probabilistic stability. In addition, the value of β associated with a postconstruction settlement was acquired, and it showed one possibility that the coupling method is able to provide. The influence of the uncertainty level on reliability analysis was also analyzed. The outcomes were compared to the crude Monte Carlo simulation. As a result, the proposed approach was satisfactory, and the advantage of using it is presented; with a much lower computational cost than simulation methods, evaluation time may be up to 13.8 times faster than usual with great precision. Moreover, this approach can apply to other commercial programs widely used in practice.

Suggested Citation

  • Jean Lucas dos Passos Belo & Jefferson Lins da Silva & Paulo Ivo Braga de Queiroz, 2022. "Reliability Analysis of an Embankment Built and Reinforced in Soft Ground Using LE and FE," Sustainability, MDPI, vol. 14(4), pages 1-19, February.
  • Handle: RePEc:gam:jsusta:v:14:y:2022:i:4:p:2224-:d:750338
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/14/4/2224/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/14/4/2224/
    Download Restriction: no
    ---><---

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:14:y:2022:i:4:p:2224-:d:750338. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.