2014
DOI: 10.14256/jce.977.2013
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Effect of gradation on pervious concrete properties

Abstract: Effect of aggregate grading on pervious concrete propertiesFresh 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 we… Show more

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Cited by 9 publications
(6 citation statements)
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“…However, the permeability of asphalt samples is not only affected by the air void content, maximum particle size, sample dimensions, and measurement method, but also by hydraulic characteristics of water [21,22]. These findings are quite similar to the ones presented in the research on permeability of cement concrete [23,24]. There are also research findings suggesting correlation between the normalised air void content and permeability.…”
Section: Test Resultssupporting
confidence: 57%
“…However, the permeability of asphalt samples is not only affected by the air void content, maximum particle size, sample dimensions, and measurement method, but also by hydraulic characteristics of water [21,22]. These findings are quite similar to the ones presented in the research on permeability of cement concrete [23,24]. There are also research findings suggesting correlation between the normalised air void content and permeability.…”
Section: Test Resultssupporting
confidence: 57%
“…The test setup was designed based on the constant head permeability method [19][20][21] and the permeability testing was conducted as shown in Figure 1. One of the most important features of pervious concrete is its ability to allow percolation of water through the matrix.…”
Section: Permeabilitymentioning
confidence: 99%
“…voids. An increase in the size of aggregate brings about a gradual increase in permeability property due to an increase in void ratio [30,31].…”
Section: Penetration Characteristicsmentioning
confidence: 99%