Table 4 Data set of GEP model for estimating CS of SCC.

From: Presenting a model for estimating the cube compressive strength of self-compacting concrete in cast in-situ piles using GEP

S No.

Inputs for model

CS of SCC (Outputs)

Silica fume (kg/m3)

High-reactivity metakaolin (kg/m3)

Water

(lit)

Cement (kg/m3)

Coarse aggregate (CA) (kg/m3)

Fine aggregate (FA) (kg/m3)

Experimentation

1

24.5

2.1

171

350

738

881

321

2

24.7

2.1

169

353

741

882

325

3

25.0

2.1

168

357

745

884

329

4

25.3

2.2

166

362

747

885

331

5

25.7

2.2

168

367

750

885

336

6

25.8

2.2

169

369

753

886

337

7

26.0

2.2

169

372

756

886

339

8

26.3

2.3

168

376

759

887

341

9

26.5

2.3

168

379

762

888

343

10

26.7

2.3

168

381

765

888

345

11

27.0

2.3

169

386

768

889

349

12

27.2

2.3

170

388

769

890

349

13

27.3

2.3

171

390

771

890

353

14

27.5

2.4

172

393

773

891

354

15

27.7

2.4

173

395

775

892

355

16

43.6

4.0

176

396

776

893

356

17

43.7

4.0

178

397

777

893

358

18

43.8

4.0

179

398

778

893

359

19

43.9

4.0

178

399

778

893

361

20

44.1

4.0

176

401

779

893

363

21

44.3

4.0

177

403

779

894

367

22

44.6

4.1

178

405

780

894

369

23

44.8

4.1

179

407

781

894

371

24

45.0

4.1

180

409

782

895

374

25

45.4

4.1

181

413

783

895

379

26

45.5

4.1

176

414

784

895

382

27

45.8

4.2

176

416

785

896

386

28

45.9

4.2

177

417

786

896

389

29

46.1

4.2

178

419

788

896

391

30

46.3

4.2

179

421

790

896

393

31

46.6

4.2

176

424

792

897

395

32

46.8

4.3

175

425

793

898

397

33

47.0

4.3

175

427

794

898

398

34

47.2

4.3

176

429

795

899

399

35

47.5

4.3

177

432

797

900

401

36

48.0

4.4

179

436

798

900

403

37

48.3

4.4

180

439

800

901

408

38

48.6

4.4

181

442

802

901

411

39

62.0

5.8

186

443

803

902

412

40

62.9

5.8

186

449

806

903

425

41

63.4

5.9

187

453

809

904

438

42

64.1

6.0

189

458

814

905

441

43

64.7

6.0

188

462

819

907

447

44

65.7

6.1

187

469

822

909

453

45

66.2

6.1

185

473

828

911

458

46

66.6

6.2

184

476

833

912

461

47

67.9

6.3

183

485

838

914

465

48

69.2

6.4

181

494

841

916

471

49

70.7

6.6

180

505

847

917

475