Resistance of Recycled Aggregate Concrete (RAC) Subjected to Drying-Wetting Cycles to Attack of Magnesium and Sodium Sulfates

Table 3

Mix proportions of reference and modified concrete mixtures.

Mixture ID	Mix proportions kg/m^3
	Cement content	Water	Sand	Natural coarse aggregate	Recycled aggregate
M0 (ref.)	380	171	720	1052	—
M25	380	171	720	789	263
M50	380	171	720	526	526
M75	380	171	720	263	789
M100	380	171	720	—	1052