Hydraulic Performance of Pervious Concrete Based on Small Size Aggregates

Table 2

Mix design of the pervious concrete mixes.

Mix proportions	Binder—cement (%)	Binder—μGGBS%	Aggregate size	Aggregate/binder ratio	Water/binder ratio	Superplasticizer
M1	80	20	2.36–4.75 mm	3.33	0.25	5% of water
M2	80	20	4.75–6.30 mm	3.33	0.25	5% of water