Comparison of Probability Based Design and Eurocode 7 in Slope Stability Analysis

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dc.contributor.author Laidon Zekaj; Epoka University
dc.contributor.author Ergys Anamali; Polytechnic University
dc.contributor.author Elvis Capo; Epoka University
dc.contributor.author Marin Xhemalaj; Polytechnic University
dc.date 2013-06-07 04:14:36
dc.date.accessioned 2013-07-15T11:42:55Z
dc.date.accessioned 2015-11-23T16:04:23Z
dc.date.available 2013-07-15T11:42:55Z
dc.date.available 2015-11-23T16:04:23Z
dc.date.issued 2013-07-15
dc.identifier http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/263
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/473
dc.description.abstract Since it is recently noticed that probability methods are being a vital part of theengineering design, in this article are taken into account two different methods such asProbability Based Design (PBD) and Eurocode 7. Both of these methods are based uponreliability design but each of them expresses this concept in different ways.In Probability Based Design, reliability (R) is strictly related to probability of failure(Pf). So, to define the value of reliability using Probability Based Design, it is initially neededto assess the value of probability of failure through statistical calculations. Reliabilitycalculations provide a means of evaluating the combined effects of uncertainties and a meansof distinguishing between conditions where uncertainties are particularly high or low.Eurocode 7 is a commonly used method which introduces the reliability design conceptin calculations through the usage of the partial coefficients (γ) using three design methods.To compare these methods, in this article is represented the detailed calculation of twocase studies related to slope stability analysis using each of the methods separately. Theresults drawn by these methods are then combined together and interpreted in order to retrievethe conclusions. Both of these methods are found to be able to give satisfying results.
dc.format application/pdf
dc.language en
dc.publisher International Balkans Conference on Challenges of Civil Engineering
dc.rights Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference.
dc.source International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering
dc.subject partial factors; reliability; probability of failure; coefficients of variation; reliability index
dc.title Comparison of Probability Based Design and Eurocode 7 in Slope Stability Analysis
dc.type Peer-reviewed Paper


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  • BCCCE 2011
    1st International Balkans Conference on Challenges of Civil Engineering

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