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Shock and Vibration
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2018
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Article
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Fig 21
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Research Article
Design and Application of Blasting Parameters for Presplitting Hard Roof with the Aid of Empty-Hole Effect
Figure 21
Fracture variation along the holes axis before and after blasting. (a) 18.0–18.5 m. (b) 22.0–22.5 m.
(a)
(b)