Abstract

The borehole pressure of the rock mass under blasting under consideration is essentially the pressure of the transmitted shock wave acting on the borehole wall. Its value directly affects the fragmentation degree and damage range of the rock mass around the borehole. The whole-process action mechanism of the shock wave in different media and interfaces for air-decoupled charge explosion was comprehensively analyzed, discontinuous Galerkin (DG) method was used to simulate and solve parameters of the multiple media flow field formed by the detonation products and air in the borehole. Two theoretical calculation models of the borehole pressure of air-decoupled charge with discontinuous interface conditions of the pressure and particle velocity were proposed and their algorithm flows were presented. Furthermore, the reliability and feasibility of the proposed models were verified by comparing with the numerical simulation results of the same example under five working conditions. It is suggested to use different theoretical models when using different decoupling coefficients. It is shown that there is an optimal value of the decoupling coefficient for air-decoupled charge, which makes the rock blasting obtain a high utilization rate of explosive energy and good blasting effect at the same time. This study can provide a theoretical basis for revealing the blasting rock-breaking mechanism and optimizing blasting designs.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the support by the National Natural Science Foundation of China (Grant Nos. 51874123 and 51504082).

References

Aleksandrova, N. I., and E. N. Sher. 2006. “Modeling the failure of rock blocks by blasting a cylindrical charge.” J. Min. Sci. 42 (1): 27–34. https://doi.org/10.1007/s10913-006-0026-7.
Chen, M., T. Liu, Z. W. Ye, W. B. Lu, and P. Yan. 2019. “Calculation methods for peak pressure on borehole wall of contour blasting.” [In Chinese.] Explos. Shock Waves 39 (6): 064202. https://doi.org/10.11883/bzycj-2018-0171.
Dang, Y. B., K. L. Liu, Y. F. Sun, and X. Q. Yang. 2018. “Implicit high order discontinuous Galerkin method for compressible laminar and turbulent flow simulation.” [In Chinese.] Acta Aerodynamica Sin. 36 (3): 535–541. https://doi.org/10.7638/kqdlxxb-2017.0183.
Du, J. L., and Y. G. Luo. 2003. “Study of formation and propagation of shockwave with water-uncouple charge blasting in hole.” [In Chinese.] Supplement, Rock Soil Mech. 24 (S2): 616–618. https://doi.org/CNKI:SUN:YTLX.0.2003-S2-146.
Du, J. L., S. B. Zhou, and Q. Zong. 2007. “Theoretical analysis on pressure on bore wall of uncouple charge.” [In Chinese.] J. Xi’an Univ. Sci. Technol. 27 (3): 347–351. https://doi.org/10.3969/j.issn.1672-9315.2007.03.003.
Feldgun, V. R., Y. S. Karinski, and D. Z. Yankelevsky. 2017. “Experimental simulation of blast loading on structural elements using rarefaction waves—Theoretical analysis.” Int. J. Impact Eng. 102 (Apr): 86–101. https://doi.org/10.1016/j.ijimpeng.2016.12.010.
Francis, O. 1983. “Measurements and predictions of borehole pressure variations in model blasting system.” In Proc., 1st Int. Symp. on Rock Fragmentation by Blasting. Lulea, Sweden: Lulea Univ. of Technology.
Gao, E. X. 1997. Explosion dynamics. [In Chinese.] Xuzhou: China Univ. of Mining and Technology Press.
Gong, J., H. B. Wang, M. X. Wang, Q. Zong, and C. P. Wang. 2018. “Analysis on influence of water and air decoupling charge on blasting fragmentation.” [In Chinese.] J. Saf. Sci. Technol. 14 (9): 105–110. https://doi.org/10.11731/j.issn.1673-193x.2018.09.017.
Jing, F. Q. 1999. Guidance of experimental equation of state. [In Chinese.] Beijing: Science Press.
Johansson, C. H., and P. A. Persson. 1966. “Density and pressure in the Chapman–Jouguet plane as functions of initial density of explosive.” Nature 212 (5067): 1230–1231. https://doi.org/10.1038/2121230a0.
Li, H. C., Y. Chen, D. S. Liu, Y. H. Huang, and L. Zhao. 2018. “Sensitivity analysis determination and optimization of rock RHT parameters.” [In Chinese.] Trans. Beijing Inst. Technol. 38 (8): 779–785. https://doi.org/10.15918/j.tbit1001-0645.2018.08.002.
Li, N. 1993. “The numerical modelling of blasting loading, application of computer methods in rock mechanics.” [In Chinese.] In Proc., Int. Symp. ACMIRME. Xi’an, China: Shaanxi Science and Technology.
Ling, W. M. 2004. “Experimental research on explosion pressure on the wall of a borehole in rock.” [In Chinese.] Min. Metall. 13 (4): 13–16. https://doi.org/10.3969/j.issn.1005-7854.2004.04.004.
Liu, C. T., and N. G. Geng. 1991. “The experimental study of parameters of rocks under ultrahigh-pressure state.” [In Chinese.] Acta Seismol. Sin. 13 (1): 96–103. https://doi.org/CNKI:SUN:DZXB.0.1991-01-010.
Lou, X. M., Z. C. Wang, B. G. Chen, Z. T. Wang, and J. Yu. 2017. “Initial shock pressure analysis for hole wall with air-decked charge.” [In Chinese.] J. China Coal Soc. 42 (11): 2875–2884. https://doi.org/10.13225/j.cnki.jccs.2017.0919.
Luo, X. B., Y. L. Zhang, and Y. K. Ding. 2016. Theoretical course of explosion mechanics. [In Chinese.] Beijing: National Defense Industry Press.
Lv, H. Q., T. Zhang, Q. Sun, and W. L. Qin. 2017. “Applications of discontinuous Galerkin method in numerical simulations of compressible flows: A review.” [In Chinese.] Acta Aerodynamica Sin. 35 (4): 455–471. https://doi.org/10.7638/kqdlxxb-2017.0051.
Meyers, M. A. 1994. Dynamic behavior of materials. New York: Wiley.
Pan, Q., J. C. Zhang, H. C. Shi, X. K. Zou, X. F. Deng, and H. Xu. 2019. “Distribution characteristics of the rock mass damage caused by single-hole decoupling charge blasting.” [In Chinese.] J. Vib. Shock 38 (18): 264–269. https://doi.org/CNKI:SUN:ZDCJ.0.2019-18-037.
Saharan, M. R., and H. S. Mitri. 2008. “Numerical procedure for dynamic simulation of discrete fractures due to blasting.” Rock Mech. Rock Eng. 41 (5): 641–670. https://doi.org/10.1007/s00603-007-0136-9.
Shen, F., H. Wang, and J. F. Yuan. 2014. “A simple method for determining parameters of JWL EOS.” [In Chinese.] J. Vib. Shock 33 (9): 107–110. https://doi.org/10.13465/j.cnki.jvs.2014.09.019.
Talhi, K., and B. Bensaker. 2004. “Design of a model blasting system to measure peak p-wave stress.” Acta Geod. Geophys. Hung. 39 (4): 427–438. https://doi.org/10.1556/AGeod.39.2004.4.11.
Wang, W., X. C. Li, L. Shi, and Z. M. Fang. 2008. “Discussion on decoupled charge loosening blasting in deep rock mass.” [In Chinese.] Rock Soil Mech. 29 (10): 2837–2842. https://doi.org/10.3969/j.issn.1000-7598.2008.10.046.
Xu, Y., Y. P. Meng, and Y. S. Cheng. 2002. “Study on control of blast crack by decoupling charge index.” Chin. J. Rock Mech. Eng. 21 (12): 1843–1847. https://doi.org/10.3321/j.issn:1000-6915.2002.12.020.
Yan, G. B., and Y. L. Yu. 2009. “Numerical simulation of air and water medium decoupling charge blasting.” [In Chinese.] Eng. Blasting 15 (4): 13–19. https://doi.org/10.3969/j.issn.1006-7051.2009.04.004.
Yang, J. X., C. Shi, W. K. Yang, X. Chen, and Y. P. Zhang. 2019. “Numerical simulation of column charge explosive in rock masses with particle flow code.” Granular Matter 21 (4): 96. https://doi.org/10.1007/s10035-019-0950-2.
Yang, R. S., and Y. B. Wang. 2013. “Experimental study of dynamic fracture effect of blasting crack in slotted cartridge decoupling charge blasting.” [In Chinese.] Chin. J. Rock Mech. Eng. 32 (7): 1337–1343. https://doi.org/CNKI:SUN:YSLX.0.2013-07-006.
Yang, X. L. 2015. Damage mechanism of rock blasting and its damage effect on surrounding rock. [In Chinese.] Beijing: Science Press.
Ye, Z. W., M. Chen, D. Wei, W. B. Lu, T. Liu, and L. Wu. 2021a. “Experimental study on the peak pressure of borehole wall in decoupling charge blasting.” [In Chinese.] Explos. Shock Waves 41 (5): 055201. https://doi.org/10.11883/bzycj-2020-0004.
Ye, Z. W., M. Chen, T. Li, W. B. Lu, and P. Yan. 2021b. “A simplified calculation method of the peak pressure on borehole wall for water-coupling contour blasting.” [In Chinese.] Rock Soil Mech. 42 (10): 1–12. https://doi.org/10.16285/j.rsm.2021.0094.
Yilmaz, O., and T. Unlu. 2013. “Three dimensional numerical rock damage analysis under blasting load.” Tunnelling Undergrouond Space Technol. 38 (1): 266–278. https://doi.org/10.1016/j.tust.2013.07.007.
Yu, D. Y., D. S. Liu, H. C. Li, and C. L. He. 2015. “Numerical simulation and error analysis of preliminary shock pressure on borehole wall in columnar blasting.” [In Chinese.] Blasting 32 (4): 26–32. https://doi.org/10.3963/j.issn.1001-487X.2015.04.006.
Zhang, B. P., Q. M. Zhang, and F. L. Huang. 2009. Detonation physics. [In Chinese.] Beijing: Weapon Industry Press.
Zhang, J. H., Y. J. Wang, and R. Liang. 2001. “Study on stress-field in eccentric decouple charge by dynamic photo-elastic experiments.” [In Chinese.] Blasting 18 (1): 8–12. https://doi.org/10.3963/j.issn.1001-487X.2001.01.003.
Zhang, Y. Z., W. B. Lu, P. Yan, M. Chen, and J. H. Yang. 2018. “A method to identify blasting-induced damage zones in rock masses based on the p-wave rise time.” Geotech. Test. J. 41 (1): 31–42. https://doi.org/10.1520/GTJ20140253.
Zhu, Z. H., G. J. Qu, Q. Sun, and Y. Q. Yang. 1991. “Dynamic photoelastic investigation of the action of decouple.” [In Chinese.] Explos. Shock Waves 11 (3): 252–257. https://doi.org/CNKI:SUN:BZCJ.0.1991-03-007.
Zong, Q., B. Cheng, and H. B. Wang. 2019. “Numerical simulation of pressure on borehole wall and damage effect with eccentric decouple charge.” [In Chinese.] Blasting 36 (3): 76–83. https://doi.org/CNKI:SUN:BOPO.0.2019-03-012.
Zong, Q., and Q. Luo. 2006. “Experimental study on distribution character of blasting stress when boreholes with water-couple charge.” [In Chinese.] J. Exp. Mech. 21 (3): 393–398. https://doi.org/10.3969/j.issn.1001-4888.2006.03.022.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 148Issue 11November 2022

History

Received: Mar 3, 2022
Accepted: Jun 28, 2022
Published online: Sep 7, 2022
Published in print: Nov 1, 2022
Discussion open until: Feb 7, 2023

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Associate Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China (corresponding author). ORCID: https://orcid.org/0000-0001-5378-2198. Email: [email protected]
Chengzhi Wang [email protected]
Master’s Student, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. Email: [email protected]
Doctoral Student, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. Email: [email protected]
Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. ORCID: https://orcid.org/0000-0002-4673-9404. Email: [email protected]
Huaibao Chu [email protected]
Professor, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. Email: [email protected]
Dongbing Li [email protected]
Master’s Student, School of Civil Engineering, Henan Polytechnic Univ., Jiaozuo 454003, China. Email: [email protected]

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