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SHEN Zewei, LIU Haoshan, ZHANG Zhiyu, HUANG Yonghui, HE Defu, ZHANG Shuai. Optimization of Borehole Spacing and Decoupling Coefficient for Presplitting Blasting in Water-Bearing Borehole[J]. Chinese Journal of High Pressure Physics. doi: 10.11858/gywlxb.20251292
Citation: SHEN Zewei, LIU Haoshan, ZHANG Zhiyu, HUANG Yonghui, HE Defu, ZHANG Shuai. Optimization of Borehole Spacing and Decoupling Coefficient for Presplitting Blasting in Water-Bearing Borehole[J]. Chinese Journal of High Pressure Physics. doi: 10.11858/gywlxb.20251292

Optimization of Borehole Spacing and Decoupling Coefficient for Presplitting Blasting in Water-Bearing Borehole

doi: 10.11858/gywlxb.20251292
  • Received Date: 31 Dec 2025
  • Rev Recd Date: 29 Jan 2026
  • Available Online: 05 Feb 2026
  • In water-bearing borehole presplitting blasting, the incompressibility and high wave impedance of the water medium significantly alter the transmission pathways of explosive energy and the rock fragmentation mechanism. As a result, traditional parameter design methods based on air-filled boreholes often lead to high overbreak ratios and excessive damage to the retained rock mass in water-bearing strata. Taking the water-rich slope in a phosphate mine as the engineering background, this study establishes a coupled smoothed particle hydrodynamics-finite element method (SPH-FEM) numerical model. The model is employed to systematically investigate the propagation characteristics of blast-induced stress waves, rock mass damage evolution, and crack propagation behavior under different borehole spacing and decoupling coefficients. The results indicate a strong correlation between the superposition of stress waves from adjacent boreholes and the coalescence of presplitting cracks. When the borehole spacing is 1.4 m and the decoupling coefficient is 2.34, the average crack propagation length reaches 49.48 cm, enabling the formation of regular and continuous through-going presplitting cracks while effectively suppressing excessive crushing around the borehole wall and the development of secondary cracks. Field tests further validate the reliability of the numerical simulations: utilizing the optimized parameters, the half-hole rate of presplitting blasting in water-bearing borehole increases to 85%, and the reduction rate of acoustic wave velocity decreases by 18% compared to conventional blasting, demonstrating favorable damage control performance and crack-forming effectiveness under water-bearing conditions. The findings provide a useful reference for the design of presplitting blasting parameters in complex hydrogeological environments.

     

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