WANG Mian, WANG Jianguo, MA Jun, LI Jinhua, LEI Lugang, ZHANG Wei
Acta Armamentarii. 2025, 46(3):
240418.
The accurate delay performance of digital electronic detonator provides the conditions for selecting a method of hole-by-hole detonation in small section roadway,but the selection of delay time between holes has always been a difficulty.Based on the theory of rock breaking and millisecond blasting,an accurate delay calculation method of hole-by-hole detonation in roadway is constructed.The three-dimensional numerical model of full section is established by using the generalized discrete element method (GDEM) software.Based on the calculated delay time,the hole-by-hole detonation is numerically simulated to analyze the damage and effective stress of roadway section.The results show that,within 50ms,the cutting holes are all detonated,the delay time between the holes is short,the superposition of stress waves is obvious,and an obvious crushing zone is generated.After 50ms,the auxiliary holes and the surrounding holes are detonated one by one,the free surface is continuously expanded,the clamping force is reduced,the delay time between the holes is increased,the superposition of stress waves is weakened,the rock is broken evenly,and the explosion energy is more fully utilized.The hole-by-hole blasting test results of underground mine roadway are remarkable,there are no obvious chunks after blasting,the average block size is 19 cm,and the average hole utilization rate is 93.3%.The precise delay hole-by-hole blasting method effectively improves the tunneling efficiency of small-section roadway and controls the blasting disturbance.