Optimization and application of blasting parameters based on the "pushing-wall" mechanism

The large structure parameter of a sublevel caving method was used in Beiminghe iron mine. The ores were generally lower than the medium hardness and easy to be driUed and blasted. However, the questions of boulder yield, "pushing-wall" accident rate, and brow damage rate were not effectively contro...

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Published inInternational journal of minerals, metallurgy and materials Vol. 19; no. 10; pp. 879 - 885
Main Authors Ren, Feng-yu, Sow, Thierno Amadou Mouctar, He, Rong-xing, Liu, Xin-rui
Format Journal Article
LanguageEnglish
Published Springer Berlin Heidelberg University of Science and Technology Beijing 01.10.2012
Springer Nature B.V
College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China
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ISSN1674-4799
1869-103X
DOI10.1007/s12613-012-0642-y

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Summary:The large structure parameter of a sublevel caving method was used in Beiminghe iron mine. The ores were generally lower than the medium hardness and easy to be driUed and blasted. However, the questions of boulder yield, "pushing-wall" accident rate, and brow damage rate were not effectively controlled in practical blasting. The model test of a similar material shows that the charge concentration of bottom blastholes in the sector is too high; the pushing wall is the fundamental reason for the poor blasting effect. One of the main methods to adjust the explosive distribution is to increase the length of charged blastholes. Therefore, the field tests with respect to increasing the length of uncharged blastholes were made in 12# stope of-95 subsection and 6# stope of Beiminghe iron mine. This paper took the test result of 12# stope as an example to analyze the impact of charge structure on blasting effect and design an appropriate blasting parameter that is to similar to No. 12 stope.
Bibliography:iron mines and mining; excavation; blasting; optimization
11-5787/T
The large structure parameter of a sublevel caving method was used in Beiminghe iron mine. The ores were generally lower than the medium hardness and easy to be driUed and blasted. However, the questions of boulder yield, "pushing-wall" accident rate, and brow damage rate were not effectively controlled in practical blasting. The model test of a similar material shows that the charge concentration of bottom blastholes in the sector is too high; the pushing wall is the fundamental reason for the poor blasting effect. One of the main methods to adjust the explosive distribution is to increase the length of charged blastholes. Therefore, the field tests with respect to increasing the length of uncharged blastholes were made in 12# stope of-95 subsection and 6# stope of Beiminghe iron mine. This paper took the test result of 12# stope as an example to analyze the impact of charge structure on blasting effect and design an appropriate blasting parameter that is to similar to No. 12 stope.
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ISSN:1674-4799
1869-103X
DOI:10.1007/s12613-012-0642-y