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Shu, X., Huang, B., Wu, H, Dong, Q. and Burdette, E.G. (2011) Performance Comparison of Laboratory and Field Produced Pervious Concrete Mixtures. Construction and Building Materials, 25, 3187-3192.
http://dx.doi.org/10.1016/j.conbuildmat.2011.03.002

has been cited by the following article:

• TITLE: Investigating the Relationship between Porosity and Permeability Coefficient for Pervious Concrete Pavement by Statistical Modelling

  AUTHORS: Hassan Tajik Ghashghaei, Abolfazl Hassani

  KEYWORDS: Pervious Concrete, W/C, Porosity, Permeability Coefficient

  JOURNAL NAME: Materials Sciences and Applications, Vol.7 No.2, February 29, 2016

  ABSTRACT: A study evaluating the relationship between porosity and permeability coefficient for pervious concrete (PC) is presented. In addition, the effect of mixture design parameters particularly, water-to-cement ratio (W/C) and size of aggregate on the permeability coefficient of PC was investigated. The PC mixtures were made with 4 range of W/C and 2 range size of aggregate. PC mixes were made from each aggregate and were tested. The results showed that the W/C and aggregate size are key parameters which significantly affect the characteristic performance of PC. Permeability coefficient of coarse pervious concrete (CPC) is bigger than fine pervious concrete (FPC) and the porosity of CPC are bigger than porosity of FPC. A regression model (RM) along with analysis of variance (ANOVA) was conducted to study the significance of porosity distribution on permeability coefficient of PC. The statistical model developed in this study can facilitate prediction permeability coefficient of CPC and FPC as the sustainable pavements.