Table 4 Explosion peak strain at each measuring point of shaft model.

From: Evolution law of surrounding rock stress field for ultra-deep shaft development blasting

Working condition

Strain gauge direction

Explosion peak strain of each measuring point/\(\mu \varepsilon\)

\(\varepsilon_{H1}\)

\(\varepsilon_{H2}\)

\(\varepsilon_{H3}\)

\(\varepsilon_{H4}\)

\(\varepsilon_{V1}\)

\(\varepsilon_{V2}\)

\(\varepsilon_{V3}\)

\(\varepsilon_{V4}\)

\(\varepsilon_{V5}\)

\(\varepsilon_{V6}\)

M0

Radial direction

− 177.37

− 111.97

− 87.77

− 60.02

− 160.33

− 102.15

− 78.26

–

− 43.22

− 30.87

Hoop direction

426.07

294.90

136.61

118.15

225.34

180.24

132.94

110.11

80.34

–

M1

Radial direction

− 407.96

− 203.10

− 159.15

− 104.34

− 200.03

− 157.86

–

− 85.89

− 59.01

− 35.36

Hoop direction

410.98

257.92

135.16

102.18

187.19

150.70

120.00

109.89

70.64

55.34

M2

Radial direction

− 444.63

− 298.13

− 213.46

− 107.02

− 234.38

− 175.25

− 142.48

− 94.97

− 63.74

–

Hoop direction

322.32

255.43

117.91

93.11

166.14

134.13

100.57

74.56

69.59

50.56

M3

Radial direction

− 589.34

− 322.13

− 231.21

− 154.57

− 385.16

− 261.15

− 192.24

− 160.98

–

− 90.44

Hoop direction

311.39

253.61

111.28

85.69

157.31

118.15

80.89

–

52.26

47.87

M4

Radial direction

− 723.35

− 445.09

− 274.93

–

− 560.75

− 420.33

− 356.82

− 212.63

–

− 98.26

Hoop direction

289.11

195.38

96.99

–

128.35

97.21

64.53

50.74

47.57

37.43