Table 8 The CO2 blasting test scheme of peak particle velocity within the same slope body.

From: Numerical simulation of topographic propagation law of vibration wave in liquid carbon dioxide phase transition fracturing blasting

Nnumber

Horizontal distance between monitoring point and blasting source (m)

Elevation difference between monitoring point and blasting source (m)

Vertical distance from monitoring point to slope surface (m)

1

10

5.77

0

2

10

4.77

1

3

10

3.77

2

4

10

2.77

3

5

20

11.54

0

6

20

10.54

1

7

20

9.54

2

8

20

8.54

3

9

30

17.32

0

10

30

16.32

1

11

30

15.32

2

12

30

14.32

3

13

40

23.09

0

14

40

22.09

1

15

40

21.09

2

16

40

20.09

3