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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

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