Shock and Vibration / 2015 / Article / Fig 6

Research Article

Influence of Geostress Orientation on Fracture Response of Deep Underground Cavity Subjected to Dynamic Loading

Figure 6

SED distributions under four different orientation angles of the maximum principal stress with the floor face (unit: kJ/m3).
(a) = 0°
(b) = 30°
(c) = 60°
(d) = 90°

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