Effects of Imposed Damage on the Capillary Water Absorption of Recycled Aggregate Concrete

Table 2

Mix proportion of RAC (kg/m³).

Specimens	Water-binder ratio	Water	Cement	Sand	Natural aggregate	Recycled aggregate
RAC-0%	0.5	180	360	650	1190	0
RAC-33%					797	393
RAC-66%					404	786
RAC-100%					0	1190