A method to optimize and control the blast pile width of bench blasting in open-pit mines
An optimized control and step blasting technology, applied in blasting and other directions, can solve problems such as difficulty in predicting blasting heap width and shovel-loading coordination and optimization, and achieve the effects of ensuring the safety of slope mining, reducing the amount of drop and improving the efficiency of shovel-loading.
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[0048] Implementation case: A large open-pit iron mine with an annual output of 5 million tons, with a blast hole diameter of 250mm, using powdered emulsion explosives; the hole spacing for ballast removal blasting is 6.5m-7m, and the row spacing b=5.6m-6m; ballast blasting holes The distance is 6m~6.5m, the row distance b=5.2m~5.6m; the width of the chassis resistance line is W=8m~8.5m, and the super depth is 2m. The detonation plan uses diagonal detonation, and the number of blast holes per blasting N=2 to 4 rows.
[0049] 1) When cleaning the ballast, h 1 The ratio of / W is controlled at 0.45~0.71. After a large number of field tests, the width L and h of the blast pile during single row blasting are obtained. 1 / W relation equation, L=-5.2268+39.199·(h 1 / W), such as image 3 The blast pile width L and h of the single-row hole blasting during ballast removal shown 1 / W diagram.
[0050] In multi-row blasting, the width of the blasting pile is L=-5.2268+39.199·(h 1 / W)+(N-1)×5.8...
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