Influence of Water Depth on the Range of Crushed Zones and Cracked Zones for Underwater Rock Drilling and Blasting
Publication: International Journal of Geomechanics
Volume 22, Issue 10
Abstract
In this paper, the theoretical radii of the crushed and cracked zones for underwater rock drilling and blasting with coupling charge under different water depths were computed, and the dynamic finite-element software LS-DYNA was employed to simulate the failure zone of underwater rock drilling and blasting. The results show that the ranges of the crushed and cracked zones in the shallow water condition are slightly larger than those in the waterless condition. This is because the strength of the underwater saturated rock mass is lower than that of the rock mass under the waterless condition, which causes a slight increase in the range of the crushed and cracked zones after blasting. With increasing water depth, the effect of water pressure becomes increasingly obvious; in particular, the water pressure inhibits circumferential tensile stress induced by blasting, resulting in a rapid decrease in the range of the cracked zone. According to the simulation results, the peak value of the blasting vibration increases with the water depth because the generation of the cracked zone is inhibited by the action of water pressure; thus, more blasting energy is dissipated in the form of elastic vibration.
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Acknowledgments
This work was supported by the National Natural Science Foundation of China (Grant Nos. 51979152 and 51609127), Educational Commission of Hubei Province of China (Project No. T2020005), Open Foundation of Hubei Key Laboratory of Construction and Management in Hydropower Engineering (Project No. 2020KSD01), The Young Top-notch Talent Cultivation Program of Hubei Province. The authors thank all the supporters.
References
Chen, S. H., M. Y. Wang, Y. T. Zhao, and Q. H. Qian. 2003. “Time–stress history on interface between cracked and uncracked zones under rock blasting.” [In Chinese.] Chin. J. Rock Mech. Eng. 22 (11): 1784–1788.
Chen, X. L. 2010. Experimental study on rock mechanical properties under dry and saturated states. [In Chinese.] Henan, China: Henan Polytechnic Univ.
Dehghan Banadaki, M. M., and B. Mohanty. 2012. “Numerical simulation of stress wave induced fractures in rock.” Int. J. Impact Eng. 40–41: 16–25. https://doi.org/10.1016/j.ijimpeng.2011.08.010.
Duan, B. F. 2012. Engineering blasting. Beijing: Peking University Press.
Fan, Y., W. B. Lu, P. Yan, M. Chen, and Y. Z. Zhang. 2015. “Transient characters of energy changes induced by blasting excavation of deep-buried tunnels.” Tunnelling Underground Space Technol. 49: 9–17. https://doi.org/10.1016/j.tust.2015.04.003.
Fan, Y., W. B. Lu, Y. H. Zhou, P. Yan, Z. D. Leng, and M. Chen. 2016. “Influence of tunneling methods on the strainburst characteristics during the excavation of deep rock masses.” Eng. Geol. 201: 85–95. https://doi.org/10.1016/j.enggeo.2015.12.015.
Fan, Y., J. W. Zheng, X. Z. Cui, Z. D. Leng, F. Wang, and C. C. Lv. 2021. “Damage zones induced by in situ stress unloading during excavation of diversion tunnels for the Jinping II hydropower project.” Bull. Eng. Geol. Environ. 80 (6): 4689–4715. https://doi.org/10.1007/s10064-021-02172-y.
Gao, L. 2015. “Experimental study on the effect of saturated water on mechanical properties of rock.” [In Chinese.] XinJiang Water Resourc. 2: 1–5, 29.
Gong, F. Q. 2010. Experimental study of rock mechanical properties under coupled static-dynamic loads and dynamic strength criterion. [In Chinese.] Hunan, China: Central South Univ.
Gong, F. Q., X. B. Li, and X. L. Liu. 2011. “Preliminary experimental study of characteristics of rock subjected to 3D coupled static and dynamic loads.” [In Chinese.] Chin. J. Rock Mech. Eng. 30 (6): 1179–1190.
Gu, W. B., J. H. Chen, Z. X. Wang, Z. H. Wang, J. Q. Liu, and M. Liu. 2015. “Experimental study on the measurement of water bottom vibration induced by underwater drilling blasting.” Shock Vib. 2015: 496120. https://doi.org/10.1155/2015/496120.
Gu, W. B., Z. Wang, J. Q. Liu, J. L. Xu, X. Liu, and T. Cao. 2017. “Water-depth-based prediction formula for the blasting vibration velocity of lighthouse caused by underwater drilling blasting.” Shock Vib. 2017: 7340845. https://doi.org/10.1155/2017/7340845.
Guo, Q. 2005. Parameters’ optimization analysis in underwater blasting. [In Chinese.] Wuhan, China: Wuhan Univ. of Technology.
Hanukayev, A. H. 1980. The physical process of ore blasting. Beijing: Metallurgical Industry Press.
Kira, A., M. Fujita, and S. Itoh. 1999. “Underwater explosion of spherical explosives.” J. Mater. Process. Technol. 85 (1/3): 64–68. https://doi.org/10.1016/S0924-0136(98)00257-X.
Li, C. J., L. Wu, H. Y. Li, R. F. Zhou, X. M. Ye, and W. C. Hu. 2015. “Rock breaking mechanism of underwater drilling blasting on different depths.” [In Chinese.] Blasting 32 (4): 123–127.
Li, H. Y., L. Wu, S. Xiao, C. H. Chen, and W. C. Hu. 2016. “Study on influence mechanism of underwater environment on underwater drilling blasting.” [In Chinese.] Yangtze River 47 (2): 81–85.
Li, L. 2019. Experimental research on the development mechanism of rock crack under shock wave of underwater explosion. [In Chinese.] Wuhan, China: Wuhan Univ. of Science and Technology.
Li, X. D., K. W. Liu, and J. C. Yang. 2020. “Study of the rock crack propagation induced by blasting with a decoupled charge under high in situ stress.” Adv. Civ. Eng. 2020: 9490807. https://doi.org/10.1155/2020/9490807.
Liu, K. W., X. H. Li, X. B. Li, Z. H. Yao, Z. X. Shu, and M. H. Yuan. 2016. “Characteristics and mechanisms of strain waves generated in rock by cylindrical explosive charges.” J. Cent. South Univ. 23 (11): 2951–2957. https://doi.org/10.1007/s11771-016-3359-7.
Liu, S. S., and S. D. Liu. 1998. Special function. Beijing: Meteorological Press.
Liu, X., W. B. Gu, J. Q. Liu, Z. X. Wang, J. L. Xu, and T. Cao. 2018. “Investigation of the propagation characteristics of underwater shock waves in underwater drilling blasting.” Shock Vib. 2018: 9483756. https://doi.org/10.1155/2018/9483756.
Lou, W. T. 1994. “Dynamic fracture behaviour of dry and waterlogged granites.” [In Chinese.] Explos. Shock Waves 14 (3): 249–254.
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.
Luo, D. N., G. S. Su, and B. Y. He. 2019. “True triaxial test on rockburst of granites with different water saturations.” [In Chinese.] Rock Soil Mech. 40 (4): 1331–1340.
Miklowitz, J. 1978. The theory of elastic waves and waveguides. Amsterdam, Netherlands: North Holland.
Qi, S. F., X. B. Liu, and Y. C. Li. 2010. “Numerical simulation of underwater drilling blasting.” [In Chinese.] Eng. Blast. 16 (4): 13–17.
Shao, L. Z., Y. Long, Y. Z. Sun, and X. B. Xie. 2008. “The effect of depth to the pressure peak value of underwater drilling blasting shock wave.” [In Chinese.] Explos. Mater. 37 (3): 4–6.
Su, G. S., X. F. Zhang, X. Y. Fu, and G. Q. Chen. 2009. “Modeling the vibration characteristics of rock mass under explosion load using DE-FLAC3D numerical method.” [In Chinese.] Trans. Beijing Inst. Technol. 29 (6): 471–474.
Su, Y. Q., F. Q. Gong, S. Luo, and Z. X. Liu. 2021. “Experimental study on energy storage and dissipation characteristics of granite under two-dimensional compression with constant confining pressure.” J. Cent. South Univ. 28 (3): 848–865. https://doi.org/10.1007/s11771-021-4649-2.
Sun, Y. Z., Y. Long, L. Z. Shao, and X. B. Xie. 2007. “Experimental investigation of shock wave in water of underwater drilling blasting.” [In Chinese.] Eng. Blast. 13 (4): 15–19.
Temkin, S., and G. Z. Ecker. 1989. “Droplet pair interactions in a shock-wave flow field.” J. Fluid Mech. 202: 467–497. https://doi.org/10.1017/S0022112089001254.
Wang, Z. X., W. B. Gu, X. P. Chen, H. M. Xu, M. Lu, and Y. F. Hu. 2014. “Numerical simulation of blasting water depth affecting the propagation of shock waves and seismic waves underwater drilling.” [In Chinese.] In Proc., 16th China Association for Science and Technology Annual Conf., 1–8. Kunming, China: China Association for Science and Technology.
Wang, Z. X., W. B. Gu, T. Liang, P. Chen, and L. F. Yu. 2022. “Monitoring and prediction of the vibration intensity of seismic waves induced in underwater rock by underwater drilling and blasting.” Defence Technol. 18 109–118. https://doi.org/10.1016/j.dt.2020.10.007.
Wu, Q. H., M. Q. You, and C. D. Su. 2015. “Mechanical parameters and their relativity of anisotropy granite.” [In Chinese.] J. Cent. South Univ. (Sci. Technol.) 46 (6): 2216–2220.
Xie, X. B., M. S. Zhong, G. Song, Y. Liu, and T. Guo. 2015. “The numerical simulation research on shock wave propagation of underwater drilling blasting.” [In Chinese.] Mine Eng. 3 (4): 207–215. https://doi.org/10.12677/ME.2015.34028
Xiu, Z. X., X. J. Yang, X. Z. Yan, and Y. X. Feng. 2009. “Numerical simulation of different detonation modes for underwater drilling blast.” [In Chinese.] China Harbour Eng. (1): 9–12.
Yan, S. L. 2003. “Measurement of the Explosion energy of the centralized charge and the linear charge underwater.” [In Chinese.] Explos. Mater. 32 (5): 23–27.
Yang, G. T., and S. Y. Zhang. 1988. Elastodynamics. Beijing: China Railway Press.
Yang, J. C., K. W. Liu, X. D. Li, and Z. X. Liu. 2020. “Stress initialization methods for dynamic numerical simulation of rock mass with high in-situ stress.” J. Cent. South Univ. 27 (10): 3149–3162. https://doi.org/10.1007/s11771-020-4535-3.
Yin, X. H., D. W. Zhong, X. W. Huang, J. F. Si, and L. He. 2014. “Numerical simulation of rock stress of underwater drilling blasting.” [In Chinese.] Blasting 31 (4): 11–15, 53.
Yuan, G. Y., and Z. G. Hu. 2009. Water conservancy engineering construction. Beijing: China Water Conservancy and Hydropower Press.
Zhou, H. F., and G. S. Su. 2012. “Numerical simulation for process of failure and energy release of rock by FLAC3D.” [In Chinese.] Yangtze River 43 (17): 74–78.
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© 2022 American Society of Civil Engineers.
History
Received: Aug 28, 2021
Accepted: Mar 28, 2022
Published online: Jul 20, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 20, 2022
ASCE Technical Topics:
- Blasting effects
- Construction engineering
- Construction methods
- Continuum mechanics
- Cracking
- Drilling
- Dynamics (solid mechanics)
- Engineering mechanics
- Fracture mechanics
- Geology
- Geomechanics
- Geotechnical engineering
- Motion (dynamics)
- Pressure (type)
- Rock masses
- Rock mechanics
- Rocks
- Solid mechanics
- Special condition construction
- Structural dynamics
- Underwater construction
- Vibration
- Water pressure
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