Numerical Study of the Layered Blasting Effect on a Cemented Backfill Stope

• Published in: Metals (Basel ) Vol. 13; no. 1; p. 33
• Main Authors: Li, Zongnan, Yu, Bin, Guo, Lijie, Xu, Wenyuan, Zhao, Yue, Peng, Xiaopeng
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.01.2023
• Subjects: Blast holes; blasting; Blasting (explosive); cemented paste backfill; Compressive properties; Dilution; Equilibrium; Explosions; Explosive compacting; Failure analysis; layered blasting; metal mine; Mines; Mining; Particle size; peak particle velocity; Simulation; Simulation models; Stress ratio; Sublevel stoping; Tensile stress; Underground mines
• ISSN: 2075-4701; 2075-4701
• DOI: 10.3390/met13010033

The sublevel open stoping with backfill method has recently been widely used in underground metal mines. The primary CPB stope is frequently affected by blasting in the secondary ore stope, leading to stope collapse and ore dilution, which has become a common problem and has received widespread attention. Numerical simulations are carried out in the present work, and a 1/4 numeral model consisting of a primary CPB stope and a secondary ore stope is built. The secondary ore stope is divided into four layers on average in the simulation model, and the incident stress induced by each blasting at the interface of the CPB and ore is simulated. The results show that the CPB stope in the range within the height of the explosive charge induced horizontal compressive stress and tensile stress induced from the explosive charge height, while the mined section under the charge height has no obvious blasting impact. The maximum incident compressive stress is close to 1.2 MPa and occurs in the area closest to the blast hole The maximum induced tensile stress occurs in the range above the charge height, which is about 0.2 MPa. The stress ratios of the four-layered lift blasts are 3.6%, 3.8%, 4.0%, and 4.8%, respectively, showing a slight cumulative effect of layered blasting. In addition, the positive correlation between incident stress and the stress ratio is studied in the present work, and the results show that the greater the incident stress is, the greater the incident ratio is.