Resistance Properties to Chloride Ingress of Standard-Cured Concrete Made with an Admixture Incorporating Rich SiO2 and Al2O3

International Journal of Concrete Structures and Materials

Table 3 Mixture proportions and fresh properties of concrete.

Mix. ID^a	w/cm	Ad/cm (%)	s/a^b (%)	Unit weight (kg/m³)						AWA (cm × %)	Slump (mm)	Air (%)
				w	cm		S1	S2	G
				w	C	Ad	S1	S2	G
OPC (0.45)	0.45	0	41.8	168	373	0	360	372	1050	0.50	90	4.8
OPC-CG 5% (0.45)		5	41.6		353	20	357	370		0.65	100	4.4
OPC-CG 11% (0.45)		11	41.4		333	40	354	367		0.80	85	4.6
OPC (0.55)	0.55	0	43.7		305	0	388	404		0.40	95	4.6
OPC-CG 7% (0.55)		7	43.5		285	20	385	401		0.55	105	4.6
OPC-CG 13% (0.55)		13	43.3		265	40	382	398		0.65	100	5.2
OPC-SF 13% (0.55)		13	43.1		265	40	380	394		1.00	80	4.7
BB (0.55)		0	43.4		305	0	383	399		0.45	105	5.0