Table 5.

Summary of the effects of waste glass on the fresh properties of concretes and mortars.

Replacement [%]	Particle Size [μm]	Slump	V-Funnel	Density	Ref.
20,50,100	83% < 1190	–	–	↓	[31]
15,30,45,60	80% < 2000	↑	–	↓	[41]
20	17	↓	–	↓	[45]
5,10,15	600	↓	–		[46]
10,20,30,40,50	60% < 1000	↑↓↑	↑	↓	[44]
10,20,30,40,50	64% < 1180	↑	↑		[40]
10,20,30,40	75–100	↓	–	–	[37]
10,15,20	89% < 2360	↓	–	↓	[26]