2006
DOI: 10.1016/j.jenvman.2005.09.019
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Permeability predictions for sand-clogged Portland cement pervious concrete pavement systems

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Cited by 157 publications
(62 citation statements)
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References 7 publications
(8 reference statements)
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“…In place of sand, the authors recommend the use of crushed aggregate as an infill material to help encourage high infiltration rates (Bean et al 2007). A laboratory experiment on pervious concrete found that even when the surface of the material was clogged with fine sand, the vast majority of simulated rainfall (up to a 100-year event for the Columbia, SC region) was infiltrated (Haselbach et al 2006). …”
Section: Clogging Of Surfacesmentioning
confidence: 99%
“…In place of sand, the authors recommend the use of crushed aggregate as an infill material to help encourage high infiltration rates (Bean et al 2007). A laboratory experiment on pervious concrete found that even when the surface of the material was clogged with fine sand, the vast majority of simulated rainfall (up to a 100-year event for the Columbia, SC region) was infiltrated (Haselbach et al 2006). …”
Section: Clogging Of Surfacesmentioning
confidence: 99%
“…Previous research shows that BA is lightweight and complies with most of the lightweight aggregate properties. The density of BA ranges from 300 kg/m³ to 800kg/m³ [8][9]. BA is suitable as construction material for road pavements, interlocking blocks for pathways, lightweight aggregate concrete and etc.…”
Section: Biomass Aggregate and Engineered Biomass Aggregatementioning
confidence: 99%
“…Brazilian Portland cement CP IV-32 was used as water-activated binder, analyzed following the Brazilian standard NBR 5736:1999 [10]. Since there are no established methodologies to define the composition of pervious concrete, it was reviewed earlier works in the effort to identify the most common compositions used [14][15][16][17][18]. Based on these data, we developed mixtures containing different amounts of RCA (336, 350, 398, 485, and 539 kg/m 3 ) and coarse aggregate (1289, 1297, 1307, 1400, and 1628 kg/m 3 ) looking for the one with the best relationship between cohesion of fresh mixture and resistance.…”
Section: Materials and Experimental Programmentioning
confidence: 99%