JavaScript is disabled for your browser. Some features of this site may not work without it.
| dc.contributor.author | Selcuk Bildik; Osmaniye Korkut Ata University | |
| dc.contributor.author | Mustafa Laman; Osmaniye Korkut Ata University | |
| dc.date | 2013-06-07 04:13:55 | |
| dc.date.accessioned | 2013-07-15T11:42:55Z | |
| dc.date.accessioned | 2015-11-23T16:04:51Z | |
| dc.date.available | 2013-07-15T11:42:55Z | |
| dc.date.available | 2015-11-23T16:04:51Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/262 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/472 | |
| dc.description.abstract | In this study, series of small scale laboratory pull-out tests were conducted on anchors embedded in sand. Model tests were performed in a test box. The effects of embedment ratioof anchor plates and relative density of sand on uplift capacity behaviour were investigated.Also numerical analyses of the test models were carried out using the finite element package Plaxis. Based on the results, it can be concluded that the embedment ratio of anchor plates and relative density of sand are main parameters that affect the uplift capacity of anchor plates. Atthe end of the study, the results of experimental study were also compared with the results of numerical solutions. | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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 | Anchor plates, Embedment ratio, Finite element methods, Uplift capacity | |
| dc.title | Experimental And Numerical Investigations On Uplift Behaviour Of Plate Anchors In Cohesionless Soil | |
| dc.type | Peer-reviewed Paper |
Files in this item
This item appears in the following Collection(s)
-
BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering