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| dc.contributor.author | Alketa Ndoj; Polytechnic University of Tirana, | |
| dc.contributor.author | Ardita Malaj; Polytechnic University of Tirana, | |
| dc.contributor.author | Shpresa Gashi; Polytechnic University of Tirana, | |
| dc.contributor.author | Veronika Hajdari; Polytechnic University of Tirana, | |
| dc.date | 2013-06-07 04:13:20 | |
| dc.date.accessioned | 2013-07-15T11:42:55Z | |
| dc.date.accessioned | 2015-11-23T16:04:49Z | |
| dc.date.available | 2013-07-15T11:42:55Z | |
| dc.date.available | 2015-11-23T16:04:49Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/261 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/471 | |
| dc.description.abstract | The pile foundation is generally used in Albania. Until today their design is based onwhat it is called The Albanian Practice of Design. In these days, the implementation of theEurocode in the design, is considered very fundamental. Thus, the objective of this paper is toshow the impact that the application of the Principals and Application Rules of the Eurocode7 has on the estimation of the axial load capacity of pile foundations. The paper will presentthe estimation of the axial load capacity of the pile according to the Albanian Practice ofDesign and to the Eurocode 7. Also, the results of calculations for two hypothetical studycases related to the bored and driven piles, installed in sandy and clay soils will be shown. Inthese cases will be determined the Axial Load Capacity of the pile, as well as the degree of itsutilization. In both cases the Axial Load Capacity of the pile which is estimated according tothe analytical Method. From the calculations and discussions of the examined cases will beobtained some conclusions. | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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 | pile foundation; bearing capacity; load capacity; design approach; partial factor; reliability | |
| dc.title | The Impact of EC 7 in Axial Load Capacity Estimation of Pile Foundations | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering