Durability of Recycled Concrete after Reinforcing the Aggregates with Permeable Crystalline Materials

Table 3

Recycled aggregate concrete proportion design.

Group	Specimen number	Concrete component (kg/m³)
		C	W	S	NA	RA	CRA	SP
1	NAC	380	195	630	1,188	—	—	0.93
2	CAR30-100	380	195	630	—	—	1,188	0.93
3	CRA30-50	380	195	630	594	—	594	0.93
4	CRA20-100	380	195	630	—	—	1,188	0.93
5	CRA20-50	380	195	630	594	—	594	0.93
6	CRA10-100	380	195	630	—	—	1,188	0.93
7	CRA10-50	380	195	630	594	—	594	0.93
8	RA30-100	380	195	630	—	1,188	—	0.93
9	RA30-50	380	195	630	594	594	—	0.93
10	RA20-100	380	195	630	—	1,188	—	0.93
11	RA20-50	380	195	630	594	594	—	0.93
12	RA10-100	380	195	630	—	1,188	—	0.93
13	RA10-50	380	195	630	594	594	—	0.93