Table 3 Mix proportions of specimen type.

From: Development of alkali activated paver blocks for medium traffic conditions using industrial wastes and prediction of compressive strength using random forest algorithm

Specimen Type

Fly ash (kg/m3)

GGBS (kg/m3)

Molarity of Alkali (M)

CA (kg/m3)

River sand (kg/m3)

Iron Slag (kg/m3)

Banana Fiber (%)

G8

610

0

8

872.57

452.07

0

0

G10

610

0

10

872.57

452.07

0

0

G12

610

0

12

872.57

452.07

0

0

G14

610

0

14

872.57

452.07

0

0

G12G10

549

61

12

883.11

457.32

0

0

G12G20

488

122

12

893.65

462.99

0

0

G12G30

427

183

12

904.19

468.45

0

0

G12G40

366

244

12

914.73

473.90

0

0

OGI10

488

122

12

893.65

425.76

44.78

0

OGI15

488

122

12

893.65

402.10

67.17

0

OGI20

488

122

12

893.65

378.45

89.56

0

OGI25

488

122

12

893.65

354.80

111.95

0

OGI30

488

122

12

893.65

331.15

134.33

0

OGI35

488

122

12

893.65

307.49

156.73

0

OGI40

488

122

12

893.65

283.84

179.12

0

OGI45

488

122

12

893.65

260.19

209.51

0

F0.5OGI35

488

122

12

893.65

307.49

156.73

0.5

F1OGI35

488

122

12

893.65

307.49

156.73

1

F1.5OGI35

488

122

12

893.65

307.49

156.73

1.5