Effect of Recycled Aggregate Content on Water Permeability and Pore Structure of Pervious Concrete Pavement

Table 2

Mixture proportion of RAPC (kg/m³).

Specimen type	Material consumption (kg/m^3)				Plasticizer (kg/m^3)
	Cement	Water	NA	RA
RAPC0	400	103	1425	0	1.485
RAPC25	400	103	1068.75	356.25	1.485
RAPC50	400	103	712.5	712.5	1.700
RAPC75	400	103	356.25	1068.75	1.800
RAPC100	400	103	0	1425	2.100