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. 2016 May 20;9(5):396. doi: 10.3390/ma9050396

Table 6.

Details of the mix proportions and compressive strength values of concretes used in the testing process of ANN model.

Concrete Type	W/B Ratio	Constituent Materials (kg/m³)
Concrete Type	W/B Ratio	CA	FA	OPC	POFA	W	HRWR	VMA
C35P30	0.35	834.1	828.8	352.9	151.3	182.6	7.56	0.00
	0.35	834.1	828.8	352.9	151.3	182.6	7.56	0.00
	0.35	834.1	828.8	352.9	151.3	182.6	7.56	0.00
C40P0	0.40	877.8	872.3	441.2	0.0	185.6	4.20	0.00
	0.40	877.8	872.3	441.2	0.0	185.6	4.20	0.00
	0.40	877.8	872.3	441.2	0.0	185.6	4.20	0.00
C40P10	0.40	872.8	867.3	397.1	44.1	185.4	4.41	0.00
	0.40	872.8	867.3	397.1	44.1	185.4	4.41	0.00
	0.40	872.8	867.3	397.1	44.1	185.4	4.41	0.00
C40P20	0.40	886.8	862.2	352.9	88.2	184.9	5.04	0.00
	0.40	886.8	862.2	352.9	88.2	184.9	5.04	0.00
	0.40	886.8	862.2	352.9	88.2	184.9	5.04	0.00
C40P25	0.40	865.2	859.7	330.9	110.3	184.8	5.15	1.10
	0.40	865.2	859.7	330.9	110.3	184.8	5.15	1.10
	0.40	865.2	859.7	330.9	110.3	184.8	5.15	1.10
C40P30	0.40	862.7	857.2	308.8	132.4	184.2	5.88	2.21
	0.40	862.7	857.2	308.8	132.4	184.2	5.88	2.21
	0.40	862.7	857.2	308.8	132.4	184.2	5.88	2.21