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An Investigation on Effect of Aggregate Distribution on Physical and Mechanical Properties of Recycled Aggregate Concrete (Rac)

dc.authorscopusid 56104987900
dc.contributor.author Dilbas, H.
dc.date.accessioned 2025-05-10T16:53:55Z
dc.date.available 2025-05-10T16:53:55Z
dc.date.issued 2022
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp Dilbas H., Department of Civil Engineering, Van Yüzüncü Yıl University, Van, Turkey en_US
dc.description.abstract The aim of this study was to optimize the aggregate gradation curve (AGC) for recycled aggregate concrete (RAC). Five different gradation curves such as three AGCs defined in TS802 (A16, B16, C16) and two proposed AGCs named G1 and G2 were employed. The concretes designed with AGCs consist of different mortar phases and included coarse aggregates such as coarse NA and coarse RA. Thus, three stages were considered and were progressed in the experimental program: the 1st stage included the evaluation of the properties of the mortars, and the effect of AGC on the mortar phase of the concrete was investigated. The mortars had the components of concrete such as cement, water, and fine aggregate (<4 mm) representing the mortar phase of concretes. The 2nd stage was the evaluation of the test results of the fresh and the hardened concretes and, in this stage, the effect of AGC on the properties of concrete was diagnosed. Also, an additional stage was the 3rd stage and was made on the experimental data to define the weights of the parameters of the concretes by using the Entropy Method and to select the best AGC with the help of a decision-support instrument, TOPSIS. Sepa-rately evaluation of the test results showed that C16 resulted in a durable RAC in terms of low water absorption capacity with high compressive strength. Besides, the results of the Entropy Method presented exciting findings, and the coarse aggregate ratio in the mix was found to be the most effective parameter among the investigated parameters. When all parameters were investigated together using the TOPSIS method, the best AGC was found as G2 for RAC, but A16 can be preferred instead of G2 according to the similar TOPSIS scores. In addition, this paper opens a path in the literature regarding the need for the development of AGC in RAC and further investigations should be made. © 2022, Kare Publishing. All rights reserved. en_US
dc.identifier.doi 10.47481/jscmt.1106786
dc.identifier.endpage 118 en_US
dc.identifier.issn 2458-973X
dc.identifier.issue 2 en_US
dc.identifier.scopus 2-s2.0-85167826621
dc.identifier.scopusquality Q4
dc.identifier.startpage 108 en_US
dc.identifier.trdizinid 533169
dc.identifier.uri https://doi.org/10.47481/jscmt.1106786
dc.identifier.uri https://hdl.handle.net/20.500.14720/2947
dc.identifier.volume 7 en_US
dc.identifier.wosquality N/A
dc.institutionauthor Dilbas, H.
dc.language.iso en en_US
dc.publisher Kare Publishing en_US
dc.relation.ispartof Journal of Sustainable Construction Materials and Technologies 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 Aggregate Gradation Curve en_US
dc.subject Entropy Method en_US
dc.subject Mechanical Properties en_US
dc.subject Physical Properties en_US
dc.subject Recycled Aggregate en_US
dc.subject Topsis en_US
dc.title An Investigation on Effect of Aggregate Distribution on Physical and Mechanical Properties of Recycled Aggregate Concrete (Rac) en_US
dc.type Article en_US

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