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Published: Građevinar 66 (2014) 2
Paper type: Preliminary report
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Effect of aggregate grading on pervious concrete properties

Silvija Mrakovčić, Nina Čeh, Vedrana Jugovac

Abstract

Fresh and hardened pervious concrete properties are experimentally determined in the paper. The correlation between the compressive strength, flexural tensile strength, flow coefficient, and aggregate grading is analysed. As there is no approved method for determining the flow of water through pervious concrete, the testing was conducted in accordance with the already known methods, but using own apparatus. Optimum strength and flow capacity results were obtained on gap graded samples with the 0-2 mm sand content of less than 15 %.

Keywords
pervious concrete, aggregate grading, flow coefficient

HOW TO CITE THIS ARTICLE:

Mrakovčić, S., Čeh, N., Jugovac, V.: Effect of aggregate grading on pervious concrete properties, GRAĐEVINAR, 66 (2014) 2, pp. 107-113, doi: https://doi.org/10.14256/JCE.977.2013

OR:

Mrakovčić, S., Čeh, N., Jugovac, V. (2014). Effect of aggregate grading on pervious concrete properties, GRAĐEVINAR, 66 (2), 107-113, doi: https://doi.org/10.14256/JCE.977.2013

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This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Silvija Mrakovčić WEB
Silvija Mrakovčić
University of Rijeka
Faculty of Civil Engineering
Nina Ceh WEB
Nina Čeh
University of Rijeka
Faculty of Civil Engineering
vedrana jugovac WEB
Vedrana Jugovac
University of Rijeka
Faculty of Civil Engineering