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Table 3 Concrete mix proportion

From: Compressive loading and response time behavior of concrete containing refractory brick coarse aggregates

Mix No

Specimen ID

w/c

Water (kg/m3)

Cement (kg/m3)

FS (kg/m3)

OCR (kg/m3)

RBCA (kg/m3)

1

SC

0.52

227

438

722

1085

0

2

RBCA-15

227

438

722

922

155

3

RBCA-30

227

438

722

760

311

4

RBCA-50

227

438

722

543

518

5

SC

0.49

228

466

711

1070

0

6

RBCA15

228

466

711

909

153

7

RBCA-30

228

466

711

749

306

8

RBCA-50

228

466

711

535

511