Table 4 Mix design of each mixture.

From: Experimental and machine learning prediction of compressive strength of chemically activated RHA based RAC using SHAP and PDP analysis

Mix ID

Cement

SF

(Kg/m3)

RHA (%age)

RHA (Kg/m3)

FA

(Kg/m3)

FS

(Kg/m3)

NCA

(Kg/m3)

RCA

(Kg/m3)

Water

(Kg/m3)

SP

(Kg/m3)

RA0-RHA0

550

41.25

0

0

544

136

880

0

176

12

RA0-RHA10

495

41.25

10

55

544

136

880

0

176

12

RA0-RHA20

440

41.25

20

110

544

136

880

0

176

12

RA0-RHA30

385

41.25

30

165

544

136

880

0

176

12

RA0-RHA0-A

550

41.25

0

0

544

136

880

0

176

12

RA0-RHA10-A

495

41.25

10

55

544

136

880

0

176

12

RA0-RHA20-A

440

41.25

20

110

544

136

880

0

176

12

RA0-RHA30-A

385

41.25

30

165

544

136

880

0

176

12

RA40-RHA0-A

550

41.25

0

0

544

136

528

352

176

12

RA40-RHA10-A

495

41.25

10

55

544

136

528

352

176

12

RA40-RHA20-A

440

41.25

20

110

544

136

528

352

176

12

RA40-RHA30-A

385

41.25

30

165

544

136

528

352

176

12

RA60-RHA0-A

550

41.25

0

0

544

136

352

528

176

12

RA60-RHA10-A

495

41.25

10

55

544

136

352

528

176

12

RA60-RHA20-A

440

41.25

20

110

544

136

352

528

176

12

RA60-RHA30-A

385

41.25

30

165

544

136

352

528

176

12

RA80-RHA0-A

550

41.25

0

0

544

136

176

704

176

12

RA80-RHA10-A

495

41.25

10

55

544

136

176

704

176

12

RA80-RHA20-A

440

41.25

20

110

544

136

176

704

176

12

RA80-RHA30-A

385

41.25

30

165

544

136

176

704

176

12

RA100-RHA0-A

550

41.25

0

0

544

136

0

880

176

12

RA100-RHA10-A

495

41.25

10

55

544

136

0

880

176

12

RA100-RHA20-A

440

41.25

20

110

544

136

0

880

176

12

RA100-RHA30-A

385

41.25

30

165

544

136

0

880

176

12