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| dc.contributor.author | Hamza Gullu; University of Gaziantep | |
| dc.contributor.author | Hanifi Canakci; University of Gaziantep | |
| dc.contributor.author | Recep Iyisan; Istanbul Technical University | |
| dc.date | 2013-06-07 04:17:25 | |
| dc.date.accessioned | 2013-07-15T11:42:56Z | |
| dc.date.accessioned | 2015-11-23T16:04:40Z | |
| dc.date.available | 2013-07-15T11:42:56Z | |
| dc.date.available | 2015-11-23T16:04:40Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/267 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/477 | |
| dc.description.abstract | This paper presents the effect of soil material model on slope under vibration loading. Ahard consistency clay is assumed within an example slope profile with the height of 10m andangle 25 for the evaluations. The linear elastic, Mohr-Coulomb and hardening soil modelsare considered using 2D finite element method by dynamic analysis. The results indicate that the velocities evaluated by the soil models are within the safety limits and accepted for the design. The soil models almost perform same values for factor of safety (not for linear elastic)and velocities. This study is believed to be beneficial for the applications in practice. | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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 | Slope, dynamic analysis, material model, finite element method | |
| dc.title | A Study About Effect Of Soil Model On Slope Under Vibration Load | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering