Rock fracture mechanism of buffer blasting with cushion layer at the borehole bottom

Xinguang Zhu; Chenxi Ding; Zhe Sui; Hong Su; Xu Guo

doi:10.1007/s12613-024-2941-5

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Xinguang Zhu, Chenxi Ding, Zhe Sui, Hong Su, and Xu Guo, Rock fracture mechanism of buffer blasting with cushion layer at the borehole bottom, Int. J. Miner. Metall. Mater.,(2024). https://doi.org/10.1007/s12613-024-2941-5

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Xinguang Zhu, Chenxi Ding, Zhe Sui, Hong Su, and Xu Guo, Rock fracture mechanism of buffer blasting with cushion layer at the borehole bottom, Int. J. Miner. Metall. Mater.,(2024). https://doi.org/10.1007/s12613-024-2941-5

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Research Article

Rock fracture mechanism of buffer blasting with cushion layer at the borehole bottomRock fracture mechanism of buffer blasting with cushion layer at the borehole bottom

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Received: 27 February 2024; Revised: 9 May 2024; Accepted: 22 May 2024; Available online: 23 May 2024

Abstract

Abstract

This study primarily investigates the rock fracture mechanism of bottom cushion layer blasting and explores the effects of the bottom cushion layer on rock fragmentation. It involves analyses of the evolution patterns of blasting stress, characteristics of crack distribution, and rock fracture features in the specimens. First, blasting model experiments were carried out using the dynamic caustics principle to investigate the influence of bottom cushion layers and initiation methods on the integrity of the bottom rock mass. The experimental results indicate that the combined use of bottom cushion layers and inverse initiation effectively protects the integrity of the bottom rock mass. Subsequently, the process of stress wave propagation and dynamic crack propagation in rocks was simulated using the continuum–discontinuum element method (CDEM) and the Landau explosion source model, with varying thicknesses of bottom cushion layers. The numerical simulation results indicate that with increasing cushion thickness, the absorption of energy generated by the explosion becomes more pronounced, resulting in fewer cracks in the bottom rock mass. This illustrates the positive role of the cushion layer in protecting the integrity of the bottom rock mass.
- bottom cushion layer;
- blasting;
- crack propagation;
- continuum–discontinuum element method;
- dynamic stress intensity factor

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