Characteristics of Peak Load on a Borehole Wall in Water-Coupling Blasting
Publication: Journal of Engineering Mechanics
Volume 149, Issue 1
Abstract
The peak load on a borehole wall is a key parameter in calculating the blasting failure range and in numerical simulations of nonfluid–structure coupling. In this study, the characteristics of the peak load in water-coupling blasting are studied theoretically and numerically. First, the interaction between a waterborne shock wave and a borehole wall is analyzed theoretically to reveal the main factors in the peak load on the borehole wall. Then, based on the theoretical calculations and the principle of dimensional homogeneity, a calculation model for the peak load is determined, and a numerical simulation of fluid–structure coupling is carried out to obtain the peak load under different conditions in two types of water-coupling blasting. The theoretical and numerical results are compared, and a correction coefficient is introduced to optimize the theoretical model. The results showed that the peak load increases approximately as a power function with increasing rock wave impedance and decreases approximately as a power function with increasing decoupling coefficient. Furthermore, it is concluded from statistical analysis that the correction coefficient is linearly proportional to the decoupling coefficient. In summary, a method for calculating the peak load on a borehole in water-coupling blasting is proposed, and it is verified against existing stress test data from water-coupling blasting.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors thank the National Natural Science Foundation of China (Grant Nos. 51979205, 51939008, and 51779193) for the financial support.
References
Benselama, A. M., M. J. P. William–Louis, and F. Monnoyer. 2010. “Prediction of blast wave effects on a developed site.” Int. J. Impact Eng. 37 (4): 385–396. https://doi.org/10.1016/j.ijimpeng.2009.08.003.
Brown, A. G., T. Davids, and O. J. Jordaan. 1987. “Luck explosives test work at Duvha opencast.” In Proc., 13th Conf. on Explosives and Blasting Technique, 6–20. Miami, FL: Society of Explosives Engineers.
Chen, L., L. Zhang, Q. Fang, and Y. M. Mao. 2015. “Performance based investigation on the construction of anti–blast water wall.” Int. J. Impact Eng. 81 (Jul): 17–33. https://doi.org/10.1016/j.ijimpeng.2015.03.003.
Chen, M., Z. W. Ye, W. B. Lu, D. Wei, and P. Yan. 2020. “An improved method for calculating the peak explosion pressure on the borehole wall in decoupling charge blasting.” Int. J. Impact Eng. 146 (Dec): 103695. https://doi.org/10.1016/j.ijimpeng.2020.103695.
Cole, R. H. 1948. Underwater explosions. New York: Dover Publication.
Cui, Z. D., L. Yuan, and C. L. Yan. 2010. “Water–silt composite blasting for tunneling.” Int. J. Rock Mech. Min. Sci. 47 (6): 1034–1037. https://doi.org/10.1016/j.ijrmms.2010.06.004.
Dobratz, B. M. 1981. LLNL explosives handbook: Properties of chemical explosives and explosives and explosive simulants. Livermore, CA: Lawrence Livermore National Lab.
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/10.16285/j.rsm.2003.s2.147.
Hallquist, J. O. 2007. Manual L S D K U. Volume II, version 971, 7–44. Livermore, CA: Livermore Software Technology Corporation.
Henrych, J. 1979. The dynamics of explosion and its use. New York: Elsevier Scientific Publishing.
Huang, B. X., P. F. Li, J. Ma, and S. L. Chen. 2014. “Experimental investigation on the basic law of hydraulic fracturing after water pressure control blasting.” Rock Mech. Rock Eng. 47 (4): 1321–1334. https://doi.org/10.1007/s00603-013-0470-z.
Kury, J. W., H. C. Horning, and E. L. Lee. 1965. “Metal acceleration by chemical explosives.” In Proc., 4th Symp. (Int.) on Detonation, 3–13. Arlington, VA: Office of Naval Research.
Liu, J. 2004. “Anisotropic damage model and its application to rock materials under impact load.” [In Chinese.] Chin. J. Rock. Mech. Eng. 23 (4): 635–640. https://doi.org/10.3321/j.issn:1000-6915.2004.04.020.
Livermore Software Technology Corporation. 2003. LS–DYNA theoretical manual. Livermore, CA: Livermore Software Technology Corporation.
Lu, W. B., J. H. Yang, M. Chen, and C. B. Zhou. 2011. “An equivalent method for blasting vibration simulation.” Simul. Modell. Pract. Theory 19 (9): 2050–2062. https://doi.org/10.1016/j.simpat.2011.05.012.
Ma, G. W., and X. M. An. 2008. “Numerical simulation of blasting–induced rock fractures.” Int. J. Rock Mech. Min. Sci. 45 (6): 966–975. https://doi.org/10.1016/j.ijrmms.2007.12.002.
Mandal, S. K., M. M. Singh, and S. Dasgupta. 2008. “Theoretical concept to understand plan and design smooth blasting pattern.” Geotech. Geol. Eng. 26 (4): 399–416. https://doi.org/10.1007/s10706-008-9177-4.
Schwer, L. E., M. D. Netherton, and M. G. Stewart. 2014. “Comparisons of university of Newcastle free air blast data with ConWep and LS–DYNA simulations.” In Proc., Military Aspects of Blast and Shock Symp. Washington, DC: US Dept. of Defense.
Sun, L., Q. F. Ren, and Q. Zong. 2010. “Application of water–decoupled charge in smooth blasting of coal mine rock tunnel.” [In Chinese.] Blasting 27 (3): 25–28. https://doi.org/10.3963/j.issn.1001-487X.2010.03.007.
Talhi, K., and B. Bensaker. 2004. “Design of a model blasting system to measure peak p-wave stress.” Soil Dyn. Earthquake Eng. 23 (6): 513–519. https://doi.org/10.1016/S0267-7261(03)00018-6.
Wang, G. H., Y. X. Wang, W. B. Lu, W. Zhou, M. Chen, and P. Yan. 2016. “On the determination of the mesh size for numerical simulations of shock wave propagation in near field underwater explosion.” Appl. Ocean Res. 59 (Sep): 1–9. https://doi.org/10.1016/j.apor.2016.05.011.
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/10.16285/j.rsm.2008.10.009.
Wang, Z., G. Wen, Z. Wu, J. Yang, L. Chen, and W. Liu. 2018. “Fiber optic method for obtaining the peak reflection pressure of shock waves.” Opt. Express 26 (12): 15199–15210. https://doi.org/10.1364/OE.26.015199.
Wang, Z. L., and Y. C. Li. 2005. “Numerical simulation on effects of radical water–decoupling coefficient in engineering blast.” [In Chinese.] Rock Soil Mech. 26 (12): 1926–1930. https://doi.org/10.16285/j.rsm.2005.12.013.
Xia, X., H. Li, J. Li, L. Zhu, B. Liu, and X. Wang. 2008. “Research on vibration safety threshold for rock under blasting excavation.” [In Chinese.] Rock Soil Mech. 29 (11): 2945–2956. https://doi.org/10.16285/j.rsm.2008.11.022.
Yang, P., J. Xiang, M. Chen, F. Fang, D. Pavlidis, J. P. Latham, and C. C. Pain. 2017. “The immersed–body gas–solid interaction model for blast analysis in fractured solid media.” Int. J. Rock Mech. Min. Sci. 91 (Jan): 119–132. https://doi.org/10.1016/j.ijrmms.2016.10.006.
Yiannakopoulos, G., and P. Kiernan. 1999. “Pressure transducer mounts for internal blast measurements on thin metal walls.” Rev. Sci. Instrum. 70 (4): 2122–2126. https://doi.org/10.1063/1.1149724.
Yilmaz, O., and T. Unlu. 2013. “Three dimensional numerical rock damage analysis under blasting load.” Tunnelling Underground Space Technol. 38 (Sep): 266–278. https://doi.org/10.1016/j.tust.2013.07.007.
Yuan, W., W. Wang, X. B. Su, L. Wen, and J. F. Chang. 2019. “Experimental and numerical study on the effect of water–decoupling charge structure on the attenuation of blasting stress.” Int. J. Rock Mech. Min. Sci. 124 (Jun): 104133. https://doi.org/10.1016/j.ijrmms.2019.104133.
Zhang, Q., X. B. Li, F. C. Zhu, and S. R. Chen. 1998. “Stress and energy transfer of water coupling blasting.” Trans Non-Ferrous. Met. Soc. 8 (2): 342–348.
Zheng, W. Y., and H. Jia. 2009. “Study on characteristics of blasting stress distribution under water coupling charge by numerical simulation and model experiment.” In Proc., 2nd Int. Conf. on Modelling and Simulation, 361–365. Manchester, UK. Edgbaston, UK: World Academic Union.
Zong, Q., and D. J. Meng. 2003. “Influence of different kinds of hole charging structure on explosion energy transmission.” [In Chinese.] Chin. J. Rock Mech. Eng. 22 (4): 641–645. https://doi.org/10.3321/j.issn:1000-6915.2003.04.027.
Information & Authors
Information
Published In
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Feb 14, 2022
Accepted: Sep 3, 2022
Published online: Nov 3, 2022
Published in print: Jan 1, 2023
Discussion open until: Apr 3, 2023
ASCE Technical Topics:
- Analysis (by type)
- Blasting effects
- Boring
- Construction engineering
- Construction methods
- Continuum mechanics
- Coupling
- Design (by type)
- Drilling
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Failure loads
- Load factors
- Models (by type)
- Numerical analysis
- Numerical models
- Solid mechanics
- Static loads
- Statics (mechanics)
- Structural design
- Structural dynamics
- Structural engineering
- Structural members
- Structural systems
- Walls
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.