Mechanism of Hard‐Roof Rock Burst Control by the Deep‐Hole Blasting: Numerical Study Based on Particle Flow

In underground coal mines, the deep‐hole blasting (DHB) technology is generally adopted for thick hard‐roof control. This technology uses the energy released by explosives to weaken the energy storage capacity of hard roof so as to prevent hard‐roof rock burst disasters. In this paper, a numerical simulation model of roof DHB was established based on particle flow and the damage range of single‐hole blasting with concentrated cylindrical charge was studied. The temporal and spatial evolutions of overlying strata, the distribution of the force chain structure, and the working resistance of hydraulic pressure in the mining process before and after the application of DHB were contrastively analyzed. The following beneficial conclusions were drawn. The blasting‐induced single‐hole damage range is generally characterized by annular zoning. After the application of DHB, overall the collapse morphology of the key strata in the mining process changes from long‐distance instantaneous slipping instability to stratified short‐arm stepped synergistic subsidence. The density and strength of force chains in the overburden are notably reduced; the peak value of compressive force chain strength in the key strata in the mining process falls by 17.85% as a result of DHB. The monitoring results of the working resistance of hydraulic support reveal that the DHB technology can effectively shorten the step distance of periodic weighting and reduce the variation amplitude of overburden load during weighting. In summary, the mechanism of hard‐roof rock burst control by DHB is reflected by both static load reduction and dynamic load reaction.