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Table 1 Details of tested soil mixtures

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

Test series

Experiment no

Mixture ID

RC (%)

Dr (%)

Rd

No. of tests

Effect of RC

1

US83

0

83

0

9

2

RC05-83

5

Full depth of the tank = 4B

3

RC10-83

10

4

RC15-83

15

5

RC20-83

20

6

RC25-83

25

7

RC30-83

30

8

RC40-83

40

9

RC50-83

50

10

US97

0

97

Full depth of the tank = 4B

3

11

RC25-97

25

12

RC50-97

50

Effect of Rd

13

RC25-83-0.5B

25

83

0.5B

6

14

RC25-83-B

B

15

RC25-83-2B

2B

16

RC25-97-0.5B

97

0.5B

17

RC25-97-B

B

18

RC25-97-2B

2B

Effect of Dr%

1

US83 RC00-83

0

83

0

–

10

US97 RC00-97

0

97

0

Total tests

18

  1. RC is recycled concrete reinforced soil mixture, Dr is relative density of the mixture, Rd is reinforcement depth and B is footing model width