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Blasting Scheme Optimization of Water-sealed Cavern Excavation based on Blasting Vibration and Loose Zone Analysis
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Hai-wang YE1a, 1b, 1c, Peng-hui ZHANG1a, Yun-qi MENG2, Zhao-long ZHANG2, Jia-liang FU3, Jin-xin BAI3, Lei LIU3, Meng-hao YU1a, Doumbouya Sekou1a
Blasting | 2025, 42(1) : 44 - 55
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Blasting | 2025, 42(1): 44-55
BLASTING IN ORE AND ROCK
Blasting Scheme Optimization of Water-sealed Cavern Excavation based on Blasting Vibration and Loose Zone Analysis
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Hai-wang YE1a, 1b, 1c, Peng-hui ZHANG1a, Yun-qi MENG2, Zhao-long ZHANG2, Jia-liang FU3, Jin-xin BAI3, Lei LIU3, Meng-hao YU1a, Doumbouya Sekou1a
Affiliations
  • 1a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
  • 1b.Ministry of Education Key Laboratory of Key Non-metallic Mineral Resources Green Utilization, Wuhan University of Technology, Wuhan 430070, China
  • 1c.Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology, Wuhan 430070, China
  • 2.China Railway Siyuan Group Engineering Operation and Maintenance Co., Ltd., Wuhan 430063, China
  • 3.Chuzhou Xingtian Mining Co., Ltd., Chuzhou 239399, China
Published: 2025-12-20 doi: 10.3963/j.issn.1001-487X.2025.01.006
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A reasonable blasting construction method is critical to maintaining caverns' stability and water-sealing integrity. In this study, seismic wave detection and acoustic wave detection were conducted within a water-sealed cavern. The HHT signal analysis method was used to process the seismic wave signals generated by blasting, and both Empirical Mode Decomposition (EMD) and Ensemble Empirical Mode Decomposition (EEMD) were applied to compare and reduce signal mode aliasing, improving the accuracy of signal analysis. The marginal spectrum, instantaneous energy spectrum, three-dimensional energy spectrum, and loose zones in surrounding rock were used to evaluate the influence of different blasting schemes on the water-sealed caverns. The results show that the EEMD-Hilbert analysis method effectively mitigates mode aliasing issues caused by traditional EMD decomposition, producing a smoother and more reliable vibration velocity time-history curve. Marginal spectrum analysis of the reconstructed signal reveals that the frequency band of the double-sided wall heading method ranges from 200 to 380 Hz. In contrast, the frequency band of the single-sided wall guide pit method is narrower, concentrated between 110 and 250 Hz, with relatively lower frequency energy in both conditions. The combined instantaneous energy of the double-sided wall guide method is higher than that of the single-sided wall guide method, with 41.67% and 23.73% of the total instantaneous energy concentrated in the first section of the cutting hole for each method, respectively. The instantaneous energy distribution of the single-sided wall guide method is more uniform and lower than that of the double-sided. The range of loosening rings on both sides of the arch waist in the double-sided wall heading method is about 1.0 to 1.2 m. In contrast, the single-sided wall guide pit method measured 0.8 meters and 1.0 to 1.2 meters on the expanding excavation surface and guide tunnel surface, respectively. A joint analysis of the EEMD Hilbert method and acoustic detection indicates that the single-sided wall guide pit method is more suitable for blasting excavation in water-sealed caverns.

water-sealed cavern  /  blasting scheme  /  EEMD-HHT  /  time-frequency energy  /  loose zone
Hai-wang YE, Peng-hui ZHANG, Yun-qi MENG, Zhao-long ZHANG, Jia-liang FU, Jin-xin BAI, Lei LIU, Meng-hao YU, Doumbouya Sekou. Blasting Scheme Optimization of Water-sealed Cavern Excavation based on Blasting Vibration and Loose Zone Analysis[J]. Blasting, 2025 , 42 (1) : 44 -55 . DOI: 10.3963/j.issn.1001-487X.2025.01.006
  • National key research and development plan project(2020YFC1909602)
  • Hubei Province key research and development project(2021BCA152)
Year 2025 volume 42 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2025.01.006
  • Receive Date:2024-09-03
  • Online Date:2026-03-18
  • Published:2025-12-20
Article Data
Affiliations
History
  • Received:2024-09-03
Funding
National key research and development plan project(2020YFC1909602)
Hubei Province key research and development project(2021BCA152)
Affiliations
    1a.School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
    1b.Ministry of Education Key Laboratory of Key Non-metallic Mineral Resources Green Utilization, Wuhan University of Technology, Wuhan 430070, China
    1c.Hubei Key Laboratory of Mineral Resources Processing and Environment, Wuhan University of Technology, Wuhan 430070, China
    2.China Railway Siyuan Group Engineering Operation and Maintenance Co., Ltd., Wuhan 430063, China
    3.Chuzhou Xingtian Mining Co., Ltd., Chuzhou 239399, China

Corresponding:

YU Meng-hao(1997-), male, doctoral candidate, mainly engaged in scientific research in mining, blasting and other fields, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
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种数
Number of
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占总种数比例
Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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