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Table 4 Resultes of the qu and E of all tested samples

From: Experimental Study on Effect of Recycled Reinforced Concrete Waste on Mechanical Properties and Structural behaviour of the Sandy Soil

Sample ID

RC (%)

Rd/B

qu (kN/m2)

E (kN/m2)

Effect of RC at Dr = 83%

 US83

0

4

270

1432.2

 RC005-83

5

4

300

1798.4

 RC10-83

10

4

320

2294.24

 RC15-83

15

4

350

3094.92

 RC20-83

20

4

400

3650.85

 RC25-83

25

4

440

4833.39

 RC30-83

30

4

520

6107.51

 RC40-83

40

4

600

7885.84

 RC50-83

50

4

700

7986.78

Effect of RC at Dr = 97%

 US97

0

4

400

2000

 RC25-83

25

4

460

6045.81

 RC50-83

50

4

740

8605.564

Effect of Rd at Dr = 83% & RC = 25%

 US83

25

0

270

1432.2

 RC25-83-0.5B

25

0.5

280

1460

 RC25-83-B

25

1

320

1600

 RC25-83-2B

25

2

400

3900

 RC25-83

25

4

440

4833.39

Effect of Rd at Dr = 97% & RC = 25%

 US97

25

0

400

2000

 RC25-97-0.5B

25

0.5

410

2200

 RC25-97-B

25

1

420

4000

 RC25-97-2B

25

2

466

6000

 RC25-97

25

4

460

6045.81