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| dc.contributor.author | Hanifi Binici; Kahramanmaras Sutcu Imam University | |
| dc.contributor.author | M. Yasin Durgun; Bartın University | |
| dc.contributor.author | Tamer Rizaoglu; Kahramanmaras Sutcu Imam University | |
| dc.contributor.author | Murat Kolucolak; Kahramanmaras Sutcu Imam University | |
| dc.date | 2013-06-07 04:46:34 | |
| dc.date.accessioned | 2013-07-15T11:43:02Z | |
| dc.date.accessioned | 2015-11-23T16:04:29Z | |
| dc.date.available | 2013-07-15T11:43:02Z | |
| dc.date.available | 2015-11-23T16:04:29Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/294 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/504 | |
| dc.description.abstract | In this study, the effects of the use of blast furnace slag, ground basaltic pumice andblast furnace slag + ground basaltic pumice as mineral admixtures on durability of concretepipes were investigated. Blast furnace slag, ground basaltic pumice, and equal amount of blastfurnace slag and ground basaltic pumice were used in 5, 10, and 15 % by weight in place offine aggregate in mixes. Durability of concrete pipes has been tested according to the standardprocedures (TS 821, EN 1916). Sulfate resistance and permeability of reference specimen andspecimen with admixtures were investigated. It was observed that the ultimate load ofspecimens depends on type and percentage of admixtures. The maximum ultimate load wasobtained in concrete specimens containing 5% blast furnace slag and 5% ground basalticpumice, which was 20% larger than that of the reference concrete specimens. Furthermore,concrete specimens with 10% ground basaltic pumice were found to have highest sulfateresistance. | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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.title | Investigaton Of Durability Properties Of Concrete Pipes Incorporating Blast Furnace Slag And Ground Basaltic Pumice As Fine Aggregates | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering