2016
DOI: 10.1016/j.proeng.2016.08.628
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Improving Pervious Concrete Pavements for Achieving More Sustainable Urban Roads

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Cited by 37 publications
(15 citation statements)
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“…Polypropylene fibers, instead of mechanical improvement, can provide more safety for drivers, maintaining the pavement together in the case of failure and cracking. It can be observed that all combinations showed significantly improved mechanical properties, where, according to some authors' investigations [20], mixtures B, C, and E are suitable for mid-volume urban roads, while mixtures A and D are suitable for low-volume urban roads and parking lots. Finally, mixture F can perform well when used for bike paths.…”
Section: Study Of Additives Combinationsmentioning
confidence: 80%
See 2 more Smart Citations
“…Polypropylene fibers, instead of mechanical improvement, can provide more safety for drivers, maintaining the pavement together in the case of failure and cracking. It can be observed that all combinations showed significantly improved mechanical properties, where, according to some authors' investigations [20], mixtures B, C, and E are suitable for mid-volume urban roads, while mixtures A and D are suitable for low-volume urban roads and parking lots. Finally, mixture F can perform well when used for bike paths.…”
Section: Study Of Additives Combinationsmentioning
confidence: 80%
“…Mixture AE-1 provided the best IT results, with 19.50% more capacity than mixture MS-4, and 26.07% more than the Control mixture. Despite these results, according to some authors [20], the evaluated mixtures can be adopted for pedestrian areas, squares, footpaths and parks. Only mixture AE-1 could be considered valid for use in bike paths.…”
Section: Results Discussion Of Permeability and Indirect Tensile Strementioning
confidence: 99%
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“…Finally, some mixtures had manually cement amounts added, varying their AV. Table 1 represents the main parameters reviewed and used for designing PC mixtures and Table 2 shows the parameters found in the literature reviewed for each component in PC [5,6,[8][9][10][11]26]. Three mixtures with the DCP and the ACI 522R-10 normative were made in order to compare both methodologies, employing the same w/c ratio (0.40) and three s/c ratios (0.00, 0.50 and 1.00).…”
Section: Pavement Designmentioning
confidence: 99%
“…The coarse aggregate gradation used for PC leads to a higher amount of air voids (AV), around 15-30%. Allowing infiltration [4][5][6][7][8][9][10][11][12][13]. The binder is made of a cementitious paste, integrated mainly by cement, water and, in some cases, fine aggregate (sand) [14,15].…”
Section: Introductionmentioning
confidence: 99%