Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method
Publication: International Journal of Geomechanics
Volume 23, Issue 1
Abstract
Carbon dioxide blasting is an excellent alternative technique for blasting. Nowadays, bench carbon dioxide blasting has been gradually used in mining and rock engineering. To evaluate the essential characteristics of the ground vibration induced by bench carbon dioxide blasting, we monitored the single-hole bench carbon dioxide blasting vibration signal and proposed a novel method for determining variational modal decomposition (VMD) parameters based on the sparrow search algorithm (SSA). After the signal has been decomposed by the VMD method with the optimized initial parameters, combined with Pearson correlation coefficients (PCC), the noise and false components from the original signal can be removed. Then, the time–frequency characteristics of the monitored ground vibration were analyzed through the Hilbert transform. Latterly, based on the monitored peak particle velocity (PPV) in carbon dioxide blasting, an empirical equation for the ground vibration was established. It is indicated from the results that the SSA–VMD–PCC method can be successfully applied to the vibration signal preprocessing of carbon dioxide blasting. The vibration energy of bench carbon dioxide blasting is mainly concentrated in the range of 0–128 Hz. The attenuation law of PPVs in two monitoring directions obeys the power function, and the PPVs in the jet direction are greater than that in the vertical jet direction. Compared with the single free-surface blasting, ground vibration excited by the bench blasting with two free surfaces is weaker. Moreover, the blasting vibration empirical equation proposed by dimensional analysis can effectively describe the attenuation of the PPV in bench carbon dioxide blasting.
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Acknowledgments
This research was financially supported by the National Natural Science Foundation of China (42072309, 41807265), the Hubei Key Laboratory of Blasting Engineering Foundation (HKLBEF202002), and the Fundamental Research Funds for National University, China University of Geosciences (Wuhan) (CUGDCJJ202217). Special thanks are given to the two anonymous reviewers for their review of the paper.
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Published In
International Journal of Geomechanics
Volume 23 • Issue 1 • January 2023
Copyright
© 2022 American Society of Civil Engineers.
History
Received: May 1, 2022
Accepted: Jun 29, 2022
Published online: Oct 21, 2022
Published in print: Jan 1, 2023
Discussion open until: Mar 21, 2023
ASCE Technical Topics:
- [Inorganic compounds]
- Aerodynamics
- Algorithms
- Blasting effects
- Carbon compounds
- Carbon dioxide
- Chemicals
- Chemistry
- Continuum mechanics
- Dynamics (solid mechanics)
- Empirical equations
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Equations (by type)
- Geotechnical engineering
- Geotechnical investigation
- Ground motion
- Mathematics
- Motion (dynamics)
- Organic compounds
- Parameters (statistics)
- Particle velocity
- Solid mechanics
- Statistics
- Structural dynamics
- Vibration
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Cited by
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