Durability Studies on the Recycled Aggregate Concrete in China over the Past Decade: A Review

Table 3

Reference value of k_RA with various RA replacement percentages [117].

w/c	30%	50%	70%	100%
0.45	1.0	1.0	0.9	0.8
0.55	1.0	0.9	1.0	0.9
0.65	1.0	1.1	1.0	1.2