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International Journal of Concrete Structures and Materials

Table 3 Values of increase ratio in BCR due to Dr at different s/B

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

RC (%)

s/B (%)

BCR at Dr = 83%

BCR at Dr = 97%

Increase in BCR (%)

25

2

2.2

2

20

4

2

1.8

20

6

2

1.67

33

8

2.06

1.56

50

10

2.05

1.54

51

50

2

4.6

2.67

193

4

4

2.26

174

6

3.84

2.22

162

8

3.7

1.87

183

10

5

1.73

327

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