A MIXTURE DESIGN GUIDE TO PRODUCE PERVIOUS CONCRETES BY BASALT AGGREGATES WITH DIFFERENT GRADATIONS AND DETERMINATION OF ENGINEERING CHARACTERISTICS OF PRODUCED CONCRETES

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dc.contributor.authorKaraalioglu, Emre
dc.contributor.authorComak, Bekir
dc.contributor.authorAykanat, Batuhan
dc.date.accessioned2025-10-11T20:48:51Z
dc.date.available2025-10-11T20:48:51Z
dc.date.issued2023
dc.departmentDüzce Üniversitesien_US
dc.description.abstractAs a result of rapid urbanization, impermeable surfaces used in* roads, pavements, parks, and gardens cause a rapid increase in the number of urban floods and overflows. As they infiltrate rainwater into the subsurface and decrease the surface water flow, protect the underground water sources, support sustainability, and offer solutions to relieve the environmental concerns, pervious concretes gain importance with each passing day. In this study, to enhance the mechanical characteristics of them without compromising on their permeability characteristics it was aimed to make the optimum mixture design of pervious concretes which are prepared with basalt aggregates. 3 different paste volumes (15%, 20%, 25%) and 3 different aggregate gradations (10-15 mm, 5-10 mm, 10-15 mm (50%) + 5-10 mm (50%)) were used. Density, consistency, void rate, permeability, compressive strength, and splitting tensile strength tests were performed on produced pervious concrete samples. As a conclusion, it was determined that aggregate size has been directly proportional to void rate, while void rate has been inversely proportional to compressive strength in pervious concretes. It was determined that optimum design mixture was the (P25-F100-C0) mixture which was produced with 5-10 mm basalt aggregates that had 25% cement paste volume.en_US
dc.identifier.endpage258en_US
dc.identifier.issn1583-3186
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85206901286en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage248en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12684/22139
dc.identifier.volume53en_US
dc.identifier.wosWOS:001350332400001en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSerban Solacolu Foundationen_US
dc.relation.ispartofRevista Romana De Materiale-Romanian Journal of Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmzKA_WOS_20250911
dc.subjectConcreteen_US
dc.subjectPervious Concreteen_US
dc.subjectPermeabilityen_US
dc.subjectBasalten_US
dc.titleA MIXTURE DESIGN GUIDE TO PRODUCE PERVIOUS CONCRETES BY BASALT AGGREGATES WITH DIFFERENT GRADATIONS AND DETERMINATION OF ENGINEERING CHARACTERISTICS OF PRODUCED CONCRETESen_US
dc.typeArticleen_US

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