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Author:

Li, Zhuo (Li, Zhuo.) | Zhou, Jiguo (Zhou, Jiguo.) | Wu, Yongbo (Wu, Yongbo.) | Li, Heng (Li, Heng.) | Li, Yujing (Li, Yujing.) | Hu, Yu (Hu, Yu.) | Gao, Wenxue (Gao, Wenxue.) | Liu, Hao Shan (Liu, Hao Shan.)

Indexed by:

EI Scopus SCIE

Abstract:

To address the distribution characteristics of rock fragmentation and energy utilization efficiency under explosive loading in decoupling charge structures, this study employed methods including fracture mechanics, fractal theory analysis, model experiments, and numerical simulations. The findings are as follows: (1) Under model test conditions, both the fractal dimension of fragmentation and the energy consumption of rock fragmentation first increase and then decrease with the radial air decoupling coefficient (K). The fractal dimension of fragmentation ranges between 1.05 and 1.67, while the explosive energy utilization efficiency ranges between 2.08 % and 3.62 %; (2) The trends of fragmentation and energy utilization efficiency are generally consistent, and when the K value is approximately 1.5, both fragmentation and energy utilization efficiency achieve optimal states; (3) The numerical simulation results align with the indoor model test outcomes, with the correlation coefficient of the obtained fragment size distribution to the G-G-S function exceeding 0.90. This demonstrates that the Smoothed Particle Hydrodynamics (SPH) method can effectively predict rock fragmentation distribution under non-coupled charges; (4) Field tests verify the accuracy of the research results, and the results show that the average pass rate of blasting can be significantly improved when the K value is 1.5 ∼ 1.8, which is consistent with the model test and numerical simulation results. © 2024

Keyword:

Fracture mechanics Rock bursts Blasting Fractal dimension

Author Community:

  • [ 1 ] [Li, Zhuo]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Zhou, Jiguo]College of Resource and Environmental Engineering, Lanzhou Petrochemical University of Vocational Technology, Gansu Lanzhou; 730060, China
  • [ 3 ] [Wu, Yongbo]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Li, Heng]School of Emergency Management and safety Enginering, China University of Miming and Technology (Beijing), Beijing; 100083, China
  • [ 5 ] [Li, Yujing]Guizhou Kaiyuan Blasting Engineering Co., Ltd., Guizhou Guiyang; 551499, China
  • [ 6 ] [Hu, Yu]Civil and Resource Engineering School, University of science and Technology Beijing, Beijing; 100083, China
  • [ 7 ] [Gao, Wenxue]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Liu, Hao Shan]Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming Yunnan; 650093, China

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Source :

Engineering Fracture Mechanics

ISSN: 0013-7944

Year: 2025

Volume: 315

5 . 4 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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