Mineral Addition and Mixing Methods Effect on Recycled Aggregate Concrete
dc.authorid | Dilbas, Hasan/0000-0002-3780-8818 | |
dc.authorid | Gunes, Mehmet Samil/0000-0001-5842-5181 | |
dc.authorscopusid | 56104987900 | |
dc.authorscopusid | 57195401383 | |
dc.authorwosid | Güneş, Mehmet/Aah-9250-2019 | |
dc.authorwosid | Dilbas, Hasan/H-2362-2019 | |
dc.authorwosid | Dilbas, Hasan/D-5946-2014 | |
dc.contributor.author | Dilbas, Hasan | |
dc.contributor.author | Gunes, Mehmet Samil | |
dc.date.accessioned | 2025-05-10T17:10:34Z | |
dc.date.available | 2025-05-10T17:10:34Z | |
dc.date.issued | 2021 | |
dc.department | T.C. Van Yüzüncü Yıl Üniversitesi | en_US |
dc.department-temp | [Dilbas, Hasan] Yuzuncu Yil Univ, Dept Civil Engn, TR-65080 Van, Turkey; [Gunes, Mehmet Samil] Yildiz Tech Univ, Dept Stat, TR-34220 Istanbul, Turkey | en_US |
dc.description | Dilbas, Hasan/0000-0002-3780-8818; Gunes, Mehmet Samil/0000-0001-5842-5181 | en_US |
dc.description.abstract | This paper presents influence of treatment and mixing methods on recycled aggregate concretes (RAC) designed regarding various techniques. Absolute Volume Method (AVM) according to TS 802, Equivalent Mortar Volume Method (EMV), silica fume (SF) as a mineral addition were considered in the design of concretes. In total, four groups of concretes were produced in the laboratory: (1) natural aggregate concrete (NAC) designed with AVM as control concrete, (2) RAC designed with AVM as control RAC, (3) RAC with SF as a mineral addition designed with AVM as treated RAC and (4) RAC designed with EMV as treated RAC. The tests were performed at 28th days and the statistical analysis were made on the test results. According to the results, EMV and SF increased the compressive strength of concretes and this resulted an increase in the strength class of concrete. A significant statistical difference between the concretes were determined. According to multiple comparison analysis, it was found that especially there was a significant relationship among NAC, RAC and RAC-EMV. In addition, it was recommended that EMV and AVM with 5% SF could be used in the design of RAC rather than AVM only to achieve the target strength class C30/37. | en_US |
dc.description.woscitationindex | Science Citation Index Expanded | |
dc.identifier.doi | 10.3390/ma14040907 | |
dc.identifier.issn | 1996-1944 | |
dc.identifier.issue | 4 | en_US |
dc.identifier.pmid | 33672894 | |
dc.identifier.scopus | 2-s2.0-85101213494 | |
dc.identifier.scopusquality | Q2 | |
dc.identifier.uri | https://doi.org/10.3390/ma14040907 | |
dc.identifier.uri | https://hdl.handle.net/20.500.14720/7476 | |
dc.identifier.volume | 14 | en_US |
dc.identifier.wos | WOS:000624092700001 | |
dc.identifier.wosquality | Q2 | |
dc.language.iso | en | en_US |
dc.publisher | Mdpi | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Recycled Aggregate Concrete | en_US |
dc.subject | Silica Fume | en_US |
dc.subject | Mixing Process | en_US |
dc.subject | Compressive Strength | en_US |
dc.title | Mineral Addition and Mixing Methods Effect on Recycled Aggregate Concrete | en_US |
dc.type | Article | en_US |