prikaz prve stranice dokumenta Wearing characteristics assessment of pervious concrete pavements
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Scientific paper - Original scientific paper
Wearing characteristics assessment of pervious concrete pavements
Road Materials and Pavement Design, 20 (2019), 3; 727-739. https://doi.org/10.1080/14680629.2017.1421568
Netinger Grubeša, Ivanka; Barišić, Ivana; Keser, Tomislav; Vračević, Martina

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Netinger Grubeša, I., Barišić, I., Keser, T. & Vračević, M. (2019). Wearing characteristics assessment of pervious concrete pavements. Road Materials and Pavement Design, 20. (3), 727-739. doi: 10.1080/14680629.2017.1421568

Netinger Grubeša, Ivanka, et al. "Wearing characteristics assessment of pervious concrete pavements." Road Materials and Pavement Design, vol. 20, no. 3, 2019, pp. 727-739. https://doi.org/10.1080/14680629.2017.1421568

Netinger Grubeša, Ivanka, Ivana Barišić, Tomislav Keser and Martina Vračević. "Wearing characteristics assessment of pervious concrete pavements." Road Materials and Pavement Design 20, no. 3 (2019): 727-739. https://doi.org/10.1080/14680629.2017.1421568

Netinger Grubeša, I., et al. (2019) 'Wearing characteristics assessment of pervious concrete pavements', Road Materials and Pavement Design, 20(3), pp. 727-739. doi: 10.1080/14680629.2017.1421568

Netinger Grubeša I, Barišić I, Keser T, Vračević M. Wearing characteristics assessment of pervious concrete pavements. Road Materials and Pavement Design [Internet]. 2019 [cited 2025 January 14];20(3):727-739. doi: 10.1080/14680629.2017.1421568

I. Netinger Grubeša, I. Barišić, T. Keser and M. Vračević, "Wearing characteristics assessment of pervious concrete pavements", Road Materials and Pavement Design, vol. 20, no. 3, pp. 727-739, 2019. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:177476. [Accessed: 14 January 2025]

Metadata
Title (english)Wearing characteristics assessment of pervious concrete pavements
AuthorIvanka Netinger Grubeša
AuthorIvana Barišić
AuthorTomislav Keser
AuthorMartina Vračević
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (english)
Seven different concrete mixtures were prepared to estimate the possibility of using pervious concrete for light traffic urban areas. The total porosity, density, compressive strength, flexural strength, abrasion resistance, and traffic noise absorption capacity were tested for all the concrete specimens. The first mixtures corresponded to a standard dense concrete mixture (M1), while the other mixtures were pervious concrete mixtures involving two different types of aggregates (dolomite and steel slag) and different proportions of aggregate fractions. The total porosity, density, compressive strength, flexural strength, abrasion resistance, and traffic noise absorption capacity were tested in the case of all concrete specimens. The total porosity increased, whereas the compressive and flexural strength decreased simultaneously with an increase in the share of coarse aggregate fractions. The abrasion resistance and acoustic characteristics improved if only a fraction of the aggregate was used in pervious concrete preparation.
Keywords (english)
Languageenglish
Publication typeScientific paper - Original scientific paper
Publication statusPublished
Peer reviewPeer review - international
Publication versionPublished version
Journal titleRoad Materials and Pavement Design
Numberingvol. 20, no. 3, pp. 727-739
p-ISSN1468-0629
e-ISSN2164-7402
DOIhttps://doi.org/10.1080/14680629.2017.1421568
URN:NBNurn:nbn:hr:133:177476
Publication2019
Document URLhttps://www.tandfonline.com/doi/pdf/10.1080/14680629.2017.1421568?download=true
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-12-03 08:07:11