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 |
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dc.language |
en |
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dc.publisher |
International Balkans Conference on Challenges of Civil Engineering |
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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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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. |
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dc.source |
International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering |
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dc.subject |
partial factors; reliability; probability of failure; coefficients of variation; reliability index |
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dc.title |
Comparison of Probability Based Design and Eurocode 7 in Slope Stability Analysis |
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dc.type |
Peer-reviewed Paper |
|