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Table 2 Data used in neural network

From: Prediction of the compressive strength of lightweight concrete containing industrial and waste steel fibers using a multilayer synthetic neural network

Mix number

component

Cement (kg/m3)

Steel fibers (kg/m3)

Water (kg/m3)

Gravel (kg/m3)

Sand (kg/m3)

Super lubricant (kg/m3)

1

350

0

105

1180

850

1/4

2

332/5

17/5

105

1150

850

1/5

3

315

35

105

1150

850

2/52

4

297/5

52/5

105

1150

850

2/87

5

280

70

105

1150

850

3/1

6

350

0

140

1100

820

1/05

7

332/5

17/5

140

1100

820

1/17

8

315

35

140

1100

820

1/75

9

297/5

52/5

140

1100

820

2/34

10

280

70

140

1100

820

2/8

11

350

0

175

1015

810

0

12

332/5

17/5

175

1015

810

0/24

13

315

35

175

1015

810

0/48

14

297/5

52/5

175

1015

810

0/84

15

280

70

175

1015

810

2/04

16

400

0

120

1100

850

1/82

17

380

20

120

1080

850

2/64

18

360

40

120

1080

850

3/68

19

340

60

120

1080

850

4/02

20

320

80

120

1080

850

5/29

21

400

0

160

1000

830

0/7

22

380

20

160

1000

820

0/88

23

360

40

160

1000

820

1/06

24

360

40

160

1000

820

0/89

25

320

80

160

1000

820

2/25

26

340

80

0

980

750

2/25

27

320

0

20

980

750

0/24

28

400

20

20

980

750

0/24

29

380

40

40

980

750

0/6

30

360

60

60

980

750

0/96

31

340

80

80

980

750

1/33

32

320

0

0

1050

800

2/54

33

450

22

22/5

1050

800

6/36

34

427/5

45

45

1050

800

13/89

35

405

67/5

67/5

1050

800

16/21

36

382/5

90

90

1050

800

23/74

37

360

0

0

950

800

0/71

38

428/5

22/5

22/5

920

800

1/2

39

405

45

45

920

800

1/2

40

385

67

67/5

920

800

1/8

41

362

90

0

900

800

2/4

42

452

0

22/5

900

700

00

43

425

22/5

45

900

700

00

44

410

45

67/5

900

700

0/06

45

352

67

90

900

700

0/55