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Clustering Analysis of Compressive Strength of Structural Recycled Aggregate Concrete

dc.authorscopusid 56104987900
dc.authorscopusid 57195401383
dc.contributor.author Dilbas, Hasan
dc.contributor.author Güneş, Mehmet Şamil
dc.date.accessioned 2025-05-10T16:55:06Z
dc.date.available 2025-05-10T16:55:06Z
dc.date.issued 2024
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp Van Yüzüncü Yıl Üniversitesi,Yıldız Teknik Üniversitesi en_US
dc.description.abstract Clustering analysis primarily highlights the in homogeneity of data and can be utilized in structural engineering to demonstrate strength irregularity. It is well-known that strength irregularity between neighboring floors within a structure or among structural elements can lead to non-holistic behavior. Therefore, the clustering of compressive strength holds significant importance. Despite the relevance, only a few studies have addressed the clustering of compressive strength in recycled aggregate concrete (RAC) and proposed potential solutions for clustering issues. This paper aims to investigate the clustering of compressive strength in RAC and explore viable solutions. In this experimental study, four concrete groups were produced under standard conditions. The first group included natural aggregate concretes (NAC) designed with the Absolute Volume Method (AVM) as control concretes. The second group, comprised of RAC, was designed with the equivalent mortar volume method (EVM) as the control RAC. The third group consisted of RAC treated with silica fume (SF) and designed using AVM, while the fourth group included RAC designed with EVM. Statistical analyses were conducted on the 28-day compressive strength test results. The results indicated that the strength class of compressive strength clusters varied among the four groups. The clustering of test results was influenced by the type of concrete components used and the design method employed. Additionally, using silica fume and adopting the Absolute Volume Method reduced strength fluctuation and regulated the strength class of clusters by bringing them closer together. In contrast, the Equivalent Mortar Volume Method resulted in a greater dispersion of strength classes. The clustering effect of recycled aggregate (RA) was more pronounced than that of natural aggregate (NA). Given these findings, it is essential to implement measures when utilizing RAC in sustainable structures to address potential clustering issues. en_US
dc.identifier.doi 10.47481/jscmt.1607515
dc.identifier.endpage 411 en_US
dc.identifier.issn 2458-973X
dc.identifier.issue 4 en_US
dc.identifier.scopus 2-s2.0-85216614690
dc.identifier.scopusquality Q4
dc.identifier.startpage 402 en_US
dc.identifier.trdizinid 1290974
dc.identifier.uri https://doi.org/10.47481/jscmt.1607515
dc.identifier.uri https://search.trdizin.gov.tr/en/yayin/detay/1290974/clustering-analysis-of-compressive-strength-of-structural-recycled-aggregate-concrete
dc.identifier.volume 9 en_US
dc.identifier.wosquality N/A
dc.language.iso en en_US
dc.publisher Kare Publishing en_US
dc.relation.ispartof Journal of sustainable construction materials and technologies (Online) en_US
dc.relation.publicationcategory Makale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Absolute Volume Method en_US
dc.subject Clustering en_US
dc.subject Equivalent Mortar Volume Method en_US
dc.subject Recycled Aggregate en_US
dc.subject Silica Fume en_US
dc.title Clustering Analysis of Compressive Strength of Structural Recycled Aggregate Concrete en_US
dc.type Article en_US

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