15 - 25 |
16 - 20 |
720 to 1,908 |
270 to 415 |
5.5 to 20.6 |
1.0 to 3.8 |
Tennis et al. [66 P. D. Tennis, M. L. Leming, and D. J. Akers, Pervious Concrete Pavements. Skokie, IL: NRMCA, 2004. Accessed: Jan. 30, 2024. [Online]. Available: www.nrmca.org www.nrmca.org...
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15 - 35 |
- |
- |
- |
- |
2.5 to 3.9 |
Olek et al. [77 J. Olek et al., Development of Quiet and Durable Porous Portland Cement Concrete Paving Materials. Purdue: Cent. Adv. Cem. Based Mater., 2003.] |
19 |
- |
- |
- |
26.0 |
4.4 |
Beeldens [88 A. Beeldens, “Porous concrete laboratory versus field experience,” in Proc. 9th Int. Symp. Concr. Roads, Istanbul, 2003.] |
20 - 30 |
18.9 - 20.8 |
- |
- |
17.6 to 32.1 |
3.9 to 5.7 |
Beeldens [99 A. Beeldens, “A behavior of porous PCC under freeze thaw cycling,” in Proc. 10th Int. Congr. Polym. Concr., Honolulu, 2001.] |
11 - 15 |
- |
108 to 648 |
- |
- |
4.2 a 7.5 |
Kajio et al. [1010 S. Kajio, S. Tanaka, R. Tomita, E. Noda, and S. Hashimoto, “Properties of porous concrete with high strength,” in Proc. Int. Symp. Concr. Roads, Lisbon, 1998.] |
- |
- |
- |
- |
19.0 |
- |
Tamai and Yoshida [1111 M. Tamai and M. Yoshida, “Durability of porous concrete,” in Proc. 6th Int. Conf. Durab. Concr., Thessaloniki, 2003.] |
18 - 31 |
- |
- |
- |
11.0 to 25.0 |
- |
Park and Tia [1212 S. B. Park and M. Tia, "An experimental study on the water-purification properties of porous concrete," Cement Concr. Res., vol. 34, no. 2, pp. 177–184, Feb 2004, http://doi.org/10.1016/S0008-8846(03)00223-0. http://doi.org/10.1016/S0008-8846(03)002...
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- |
- |
- |
- |
31.0 to 54.0 |
- |
Zaharieva et al. [1313 R. Zaharieva, F. Buyle-Bodin, F. Skoczylas, and E. Wirquin, "F. ßois Buyle-Bodin, Eric Skoczylas, and E. Wirquin, “Assessment of the surface permeation properties of recycled aggregate concrete," Cement Concr. Compos., vol. 25, no. 2, pp. 223–232, 2003, http://doi.org/10.1016/S0958-9465(02)00010-0. http://doi.org/10.1016/S0958-9465(02)000...
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- |
- |
- |
275 to 350 |
14.0 to 27.0 |
- |
Pindado et al. [1414 M. A. Pindado, A. Aguado, and A. Josa, "Fatigue behavior of polymer-modified porous concretes," Cement Concr. Res., vol. 29, no. 7, pp. 1077–1083, 1999, http://doi.org/10.1016/S0008-8846(99)00095-2. http://doi.org/10.1016/S0008-8846(99)000...
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3 - 29 |
18.6 - 22.3 |
10.8 to 792 |
344 |
7.5 to 18.8 |
- |
Lee et al. [1515 M.-G. Lee, C.-T. Chiu, Y.-C. Kan, and T. Yen, “Experimental study of pervious concrete on parking lot,” in Proc. GeoHuman Int. Conf. Challenfes Recent Adv. Pavement Technol. Transp. Geotech., Changsha, 2009, p. 125131, http://doi.org/10.1061/41045(352)20. http://doi.org/10.1061/41045(352)20...
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5 - 35 |
- |
36 to 3600 |
- |
4.1 to 55.8 |
- |
Delatte et al. [1616 N. Delatte, A. Mrkajic, and D. I. Miller, "Field and laboratory evaluation of pervious concrete pavements," Transp. Res. Rec., vol. 2113, no. 1, pp. 132–139, 2009, http://doi.org/10.3141/2113-16. http://doi.org/10.3141/2113-16...
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- |
- |
2,520 to 5,760 |
295 a 352 |
4.5 a 14,5 |
- |
Huang et al. [1717 B. Huang, H. Wu, X. Shu, and E. G. Burdette, "Laboratory evaluation of permeability and strength of polymer-modified pervious concrete," Constr. Build. Mater., vol. 24, no. 5, pp. 818–823, May 2010, http://doi.org/10.1016/j.conbuildmat.2009.10.025. http://doi.org/10.1016/j.conbuildmat.200...
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- |
18.4 - 23.9 |
36 to 3,312 |
- |
10.5 to 32.8 |
- |
Henderson et al. [1818 V. Henderson, S. L. Tighe, and J. Norris, "Pervious concrete pavement: integrated laboratory and field study," Transp. Res. Rec., vol. 2113, no. 1, pp. 13–21, 2009, http://doi.org/10.3141/2113-02. http://doi.org/10.3141/2113-02...
] |
20 - 29 |
17.4 - 19.6 |
396 to 540 |
374 |
6..02 to 10.17 |
1.77 to 2.52 |
Batezini and Balbo [1919 R. Batezini and J. T. Balbo, "Study on the hydraulic conductivity by constant and falling head methods for pervious concrete," Rev. IBRACON Estrut. Mater., vol. 8, no. 3, pp. 248–259, Jun 2015, http://doi.org/10.1590/S1983-41952015000300002. http://doi.org/10.1590/S1983-41952015000...
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