Prediction of Compressive Strength Behavior of Ground Bottom Ash Concrete by an Artificial Neural Network

Table 7

The concrete compressive strength of parameter format used in the ANN models.

Compressive strength (MPa)
Number	1–40	41–80	81–120	121–160	161–200	201–240	241–280	281–320	321–360	361–400	401–440	441–480	481–520	521–560	561–600	601–640	641–680	681–720	721–756
1	11.4	14.8	23.3	14.7	13.5	39.3	23	27.1	40	32.4	40.2	23.8	36.5	39.3	32.2	44.2	49.6	31.8	51
2	11.3	13.2	21.9	11.7	11.1	38.9	21.4	23.2	33.9	34	35.7	22.9	32.7	31.1	32.8	44.6	47.5	29.9	57.9
3	10.5	17.8	19.5	11.4	27.1	35.6	21.7	32.3	31.6	34	41	19.4	33.2	51	30.6	44.6	53.7	24.8	58.4
4	10	16.5	17.6	9.2	28.8	32.9	18.4	27.7	27.4	31	39.8	18.1	27.9	56.6	26.2	43.2	53.3	21.7	58.6
5	9.6	16.0	25.3	8.5	26.3	37.8	17	27.4	22.1	29.8	40.6	25.6	25.7	56.8	31.6	38.7	55.3	40.4	55.1
6	7.3	14.0	22.1	7.4	26.5	38.5	15.1	26.4	23.1	26.6	40.8	22.1	22.3	57.6	31.3	34.5	50.1	44.3	47.4
7	11.4	11.6	20.2	18.7	24.4	35.9	23	21.3	21.3	32.4	35.7	21.5	41.4	52.5	31.6	44.2	46.2	44	51
8	9.9	11.2	19.5	19.2	22.5	33.3	19.1	18	21.5	31.3	31.6	19.9	44.6	48.2	30.1	41.8	40.8	42	53
9	9.9	17.8	15.9	17.6	27.1	30.5	19.3	37	19.3	31	41	16.7	42.7	51	26.2	42.4	28.1	40	55.5
10	8.6	14.4	13.2	18	25.9	26.3	16.6	39.6	17.9	27	37.3	13.9	45.1	52.9	24	39.6	30.1	33.5	54.1
11	7.3	13.3	33	16.6	24.9	37.8	13.7	38.5	22.1	25.3	39	30.2	39	53.4	31.6	34.2	28.6	40.4	49.5
12	6.3	11.7	35.6	14.8	25.6	35.6	12.3	39.6	20.4	22.4	35.7	32	36.5	48.4	28.6	28.9	29.4	41.4	42.8
13	11.4	9.4	32.7	18.7	21.7	34.8	27.8	35.2	20.1	32.4	34.3	30.2	41.4	45.7	29.4	48.4	26.1	42	51
14	9.1	8.1	31.8	17.4	18.4	28.2	28.8	31.8	18.5	28.4	27.3	30.2	41	43.4	26	53.2	23.9	40	50.7
15	8.4	20.9	28.3	16.7	27.1	26.2	27	37	15.9	28.5	46	29.3	41	51	22.1	53.9	28.1	33.5	52
16	7	22	26.7	14.7	23	21.8	25	36.3	15.1	23.9	50	24.4	41.2	48.2	18.7	54.1	27.8	31.1	50
17	5.8	20	33	13	21.7	18.4	24.4	31.7	22.1	22.6	50.4	30.2	36.3	50.7	38	50.9	28.1	40.4	45.6
18	4.6	20.5	33.1	11.7	21.9	18.7	21.8	34.8	18.7	19	48	29.3	30.9	45	41	43.6	26.1	38.6	37.8
19	14.3	17.7	30.7	18.7	16.3	17.2	27.8	31.5	17.9	36.4	46.6	28.9	41.4	42.8	41	48.4	22.7	38.8	56
20	14.4	16.6	26.2	15.1	13.5	17.7	26.5	27.3	15.5	38.9	44.1	27.2	38.2	37.1	38	50	21.9	38	65
21	13.3	20.9	24.8	14.6	31	16.1	26	37	13.9	36.4	46	23.9	38.1	26.8	38	50.9	28.1	31.2	65.5
22	13.6	19.8	21.7	12	33.3	14.9	22	33.4	11.8	37.9	47.9	21.8	35.8	28.4	30.2	49.9	26.2	26.9	66.1
23	11.8	18.8	33	9.9	31.6	18.4	21.4	33.3	26.4	34.2	47.3	30.2	31.3	26.6	38	45.9	24.8	45.7	59.1
24	10.4	18.4	30.2	9.2	30.9	16.7	18.2	30.7	27.5	31.7	45	26.6	25.6	27.3	38.4	38.8	24	50.8	55.6
25	14.3	16	28.1	24	28.8	16.3	27.8	28.9	25.9	36.4	40.9	26.3	45.2	24.7	39	48.4	20.8	49.1	56
26	12.9	14.2	23.9	24.7	25.8	14.9	23.8	21.5	25.6	35.3	37.3	23.6	49.2	22.2	33	46.4	17.1	51	59.9
27	12.6	20.9	19.5	24	31	13.4	23.3	42.1	24.3	35.7	46	20	49.5	26.8	31.2	48.9	33.9	45.8	62.7
28	11.9	17.3	16.5	21	30.4	11.6	19.7	45.5	22.5	35.3	43.2	16.6	49.2	25.7	27.9	45.5	36.8	41.1	57.6
29	9.6	15.9	14.7	20.6	28.8	18.4	18.3	45.9	26.4	31	44.6	36.5	46.1	26	38	42.3	35.5	45.7	55
30	8.5	16.5	14.9	17.1	28.5	15.3	13.4	44.2	25.5	26.6	39.1	38.9	39.8	25	35.7	34.5	36.6	47.5	50.4
31	14.3	11.6	13.6	24	25.4	14.8	32.3	40.9	25.2	36.4	37.7	38	45.2	20.7	37.3	53.7	32.3	48.4	56
32	11.3	10.4	13.9	23	21.5	11.8	34.6	39.6	24.2	32.4	32.2	35	45	19.8	31.2	60.5	28.9	47	56.6
33	10.7	25.3	12.9	22	31	11.1	31.6	42.1	20.6	32.4	25.6	35.7	47	26.8	28.3	60.8	33.9	43.1	58.2
34	8.9	26.7	11.3	19	27.5	9.1	33.2	42.5	18.6	30.2	26.7	28.4	46.1	23.5	25	61.2	34.3	37	54.3
35	7.6	24.5	14.7	17.8	26.6	23	30	42.7	26.4	26.2	24.8	36.5	41.7	23	44.2	56.1	34.9	45.7	51.5
36	6.2	23.8	13	15.4	24.5	23.5	27.3	40.5	23	22.2	25.6	35.6	37.5	22.6	48.2	52.1	33.1	44.3	44.2
37	17.8	22.5	12.9	24	22.2	22.9	32.3	35.8	21.7	41	23.3	36	45.2	18.3	46.4	53.7	28.2	44.8
38	18.4	19.8	11.7	20.3	16.5	22.3	31	32.4	19.5	43.7	20.3	31	42.3	15.2	47.8	57.7	26.4	43.2
39	10.7	25.3	10.3	19.5	37.8	21.2	30.3	42.1	16.9	49.3	25.6	29.2	44.7	31.6	42.9	58.5	33.9	38.6
40	16	24.6	8.8	16.6	41	18.5	30.6	40	14.5	43.1	24.1	25.7	41.1	34.1	39.3	53	31.8	32.7