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Original Articles

Influence of stress waves on the propagation behavior of main crack induced by the slotted cartridge blasting

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Pages 595-601 | Received 17 May 2022, Accepted 21 Aug 2022, Published online: 03 Sep 2022
 

Abstract

According to the traditional blasting theory and practice, the slotted cartridge blasting can form straight cracks extending along the slot direction and achieve directional fracture. In this paper, an experimental study has been carried out to determine the influence of incident stress waves and reflected stress waves. Under the influence of stress waves, the propagation path of the main crack in slotted cartridge blasting is not straight, and the directional fracture effect is inadequate. Under the experimental conditions in this paper, the propagation of main cracks mainly experienced three stages: directional propagation stage, counterclockwise deflecting propagation stage, and clockwise deflecting propagation stage. The difference between incident stress waves and reflected stress waves results in the difference in the deflecting direction, transforming the main crack into a wing shape. In rock roadway drilling and blasting engineering, the propagation path of main cracks produced by peripheral boreholes using the slotted cartridge blasting is also affected by the incident and reflected stress waves. These stress waves are inevitably generated from free faces and adjacent boreholes; however, these are rarely considered in the design of blasting parameters. Therefore, the design and optimization of blasting parameters considering the interaction of stress waves and main cracks in the slotted cartridge blasting need to be further developed.

Correction Statement

This article has been republished with minor changes. These changes do not impact the academic content of the article.

Additional information

Funding

This research was supported by: (1) National Natural Science Foundation of China (51934001), (2) Fundamental Research Funds for the Central Universities (FRF-TP-20-044A1), (3) Foundation of Key Laboratory of Deep Earth Science and Engineering (Sichuan University), Ministry of Education (DESEYU202202).

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