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Mechanical and Porosity Properties of Recycled Pervious Concrete Aggregate-Bearing Pervious Concretes

dc.authorid Yavuz, Demet/0000-0002-1330-1860
dc.authorscopusid 57204357758
dc.authorscopusid 57195561040
dc.authorwosid Gültekin, Adil/Gqp-4119-2022
dc.contributor.author Yavuz, Demet
dc.contributor.author Gultekin, Adil
dc.date.accessioned 2025-05-10T17:23:20Z
dc.date.available 2025-05-10T17:23:20Z
dc.date.issued 2024
dc.department T.C. Van Yüzüncü Yıl Üniversitesi en_US
dc.department-temp [Yavuz, Demet] Van Yuzuncu Yil Univ, Dept Civil Engn, Van, Turkiye; [Gultekin, Adil] Duzce Univ, Dept Civil Engn, Duzce, Turkiye en_US
dc.description Yavuz, Demet/0000-0002-1330-1860 en_US
dc.description.abstract The recycling of construction wastes holds significant importance both environmentally and economically. While extensive research has been conducted on aggregates derived from various wastes, the recycling of pervious concretes (PC) has been largely overlooked. This study addresses this gap by examining the porosity and mechanical properties of PC manufactured using aggregates obtained from recycled PC. The investigation focuses on three key factors: aggregate size (5/15, 10/15, and 15/25 mm size fractions), fiber inclusion (dosages of 0.1%, 0.2%, and 0.3% by volume), and aggregate type (limestone aggregate and recycled aggregate). Through image processing techniques, void characteristics including amount, structure, and homogeneity were quantified. Results indicate that the use of recycled aggregate led to a decrease in compressive strength ranging from 29% to 65%, depending on aggregate size fraction and fiber content. Porosity assessments revealed higher porosity in concrete utilizing recycled aggregate, with computer-based methods yielding values closely aligned with volumetric results. en_US
dc.description.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.1080/21650373.2024.2374837
dc.identifier.endpage 1300 en_US
dc.identifier.issn 2165-0373
dc.identifier.issn 2165-0381
dc.identifier.issue 9 en_US
dc.identifier.scopus 2-s2.0-85197953916
dc.identifier.scopusquality Q2
dc.identifier.startpage 1289 en_US
dc.identifier.uri https://doi.org/10.1080/21650373.2024.2374837
dc.identifier.uri https://hdl.handle.net/20.500.14720/10859
dc.identifier.volume 13 en_US
dc.identifier.wos WOS:001262794600001
dc.identifier.wosquality Q2
dc.language.iso en en_US
dc.publisher Taylor & Francis Ltd en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Recycled Pervious Concrete Aggregate en_US
dc.subject Computed Tomography en_US
dc.subject Image Analysis en_US
dc.subject Porosity en_US
dc.subject Pervious Concrete en_US
dc.title Mechanical and Porosity Properties of Recycled Pervious Concrete Aggregate-Bearing Pervious Concretes en_US
dc.type Article en_US

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