Table 2 Site blasting vibration velocity monitoring data.

From: Attenuation model of tunnel blast vibration velocity based on the influence of free surface

First blast

Monitoring points

1–1

1–2

1–3

1–4

1–5

1–6

1–7

Free surface area (m2)

51.03

Blast distance (m)

42

55

68

80

95

120

135

Peak vibration velocity (cm/s)

7.847

6.415

4.980

4.077

2.977

2.621

1.350

Second blast

Monitoring points

2–1

2–2

2–3

2–4

2–5

2–6

2–7

Free surface area (m2)

52.21

Blast distance (m)

45

58

71

83

98

123

138

Peak vibration velocity (cm/s)

7.275

4.819

3.749

3.118

2.727

2.500

1.290

Third blast

Monitoring points

3–1

3–2

3–3

3–4

3–5

3–6

3–7

Free surface area (m2)

51.47

Blast distance (m)

48

61

74

86

101

126

141

Peak vibration velocity (cm/s)

6.330

4.551

3.707

2.701

2.653

2.356

1.123

Fourth blast

Monitoring points

4–1

4–2

4–3

4–4

4–5

4–6

4–7

Free surface area (m2)

58.15

Blast distance (m)

66

79

92

104

119

144

159

Peak vibration velocity (cm/s)

4.556

2.459

2.616

1.675

1.585

1.169

0.611

Fifth blast

Monitoring points

5–1

5–2

5–3

5–4

5–5

5–6

5–7

Free surface area (m2)

58.24

Blast distance (m)

69

82

95

107

122

147

162

Peak vibration velocity (cm/s)

4.071

3.210

2.259

1.934

1.250

0.801

0.362