Abstract
The reasonable delay time setting is the key factor affecting the blasting effect of gas tunnel. To this end, we have introduced a digital electronic detonator that can be freely set on site. Through theoretical analysis, we obtained the time required for the rock mass to be completely thrown out in the cutting area, revealed the law of rock mass movement by numerical simulation, and further proposed a blasting effect evaluation method and carried out engineering application. The results show that the optimal initiation time of the cutting area is 40ms, and the migration law of rock mass can be divided into three stages: crack propagation, volume increase and rock mass ejection. According to the optimal delay time in the cutting area, the optimal initiation time between each row of blast holes was determined to be 0ms, 40ms, 60ms, 80ms, 100ms, and 120ms, respectively, and a blasting effect evaluation system including blasting effect index K and circumferential flatness σ was established. Finally, a field test was carried out in a plateau gas tunnel. The statistical characteristics of the blasting effect show that after optimizing the delay time, the half-hole rate after blasting is above 90%, the linear average over-excavation is within 20 cm, and the circumferential flatness σ is 2.9 cm. The contour control accuracy is high, and the particle size distribution of the blasting pile is reasonable, which provides a reference for similar engineering blasting.
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Data availability
The data that support the findings of this study are available from the corresponding author T.C.L.
References
Wang, S. et al. Vibration control in multi-hole delay bench blasting considering variations in blast-hole positions and free surfaces. Rock Mech. Rock Eng. 58 (9), 1–22. https://doi.org/10.1007/S00603-025-04643-0 (2025).
Dotto, S. M. & Pourrahimian, Y. The effect of initiation time delay and sequencing on rock damage in multi-hole blasting. Mining 5 (2), 22–22. https://doi.org/10.3390/MINING5020022 (2025).
Yong, F. et al. Punching mechanism of air-deck stemming for drilling blasting and its influence on rock fragmentation. Rock Mech. Rock Eng. 57 (5), 3917–3935. https://doi.org/10.1007/S00603-024-03773-1 (2024).
Zhang, X. Y. et al. Experimental investigations of the effect of millisecond-delay time on the blast vibration reduction with electronic detonators. J. Vib. Control 29 (17–18), 4204–4215. https://doi.org/10.1177/10775463221113651 (2023).
Liu, H. S., Zhang, Z. Y. & Song, Y. K. Vibration velocity control of compound wedge-shaped excavation blasting in tunnels under complex environments. J. Vibroeng. 27 (2), 266–284. https://doi.org/10.21595/JVE.2025.24538 (2025).
Zhao, J. et al. Innovative cut blasting method for rock excavation at depth based on numerical simulation and field tests. Tunnell. Underground Space Technol. Incorporat. Trenchless Technol. Res. 155 (P1), 106211–106211. https://doi.org/10.1016/J.TUST.2024.106211 (2025).
Ni, Y. et al. Numerical study on the dynamic fragmentation of rock under cyclic blasting and different in-situ stresses. Comput. Geotech. https://doi.org/10.1016/J.COMPGEO.2024.106404 (2024).
Hong, Z. X. et al. Numerical modelling of rock fragmentation under high in-situ stresses and short-delay blast loading. Eng. Fract. Mech. https://doi.org/10.1016/J.ENGFRACMECH.2023.109727 (2023).
Zhou, X. P. & Zhang, J. Z. Damage progression and acoustic emission in brittle failure of granite and sandstone. Int. J. Rock Mech. Min. Sci. https://doi.org/10.1016/J.IJRMMS.2021.104789 (2021).
Cunningham, C., Campos, J. & Robertson, C. Pre-set delay electronic detonators: Merits opposite programmable systems. Fragblast 7 (1), 23–33. https://doi.org/10.1076/frag.7.1.23.14060 (2003).
Zhao, F. et al. Calculation method for cut blasting millisecond-delay time in a viscoelastic rock mass. Earthq. Eng. Eng. Vib. https://doi.org/10.1007/S11803-026-2366-4 (2025).
Wang, Y. et al. Study on the influence of delay time on the propagation law of adjacent blast hole cracks. Buildings 15 (12), 2030–2030. https://doi.org/10.3390/BUILDINGS15122030 (2025).
Liu, C. et al. Determination and application study of optimal delay time for tunnel millisecond blasting based on interference vibration reduction method. J. Vib. Control 31 (11–12), 2409–2423. https://doi.org/10.1177/10775463241258519 (2025).
Liu, K. W. et al. Effects of delay time on crack coalescence between two boreholes. Theor. Appl. Fract. Mech. https://doi.org/10.1016/J.TAFMEC.2023.104210 (2024).
Zhang, X. et al. Cut blasting optimization using 3D laser scanning and numerical simulation. Rock Mech. Rock Eng. 58 (2), 1–20. https://doi.org/10.1007/S00603-024-04237-2 (2024).
Li, C. X. et al. Theory and numerical simulation of deep hole cut blasting based on dispersed charge and staged detonation. Int. J. Rock Mech. Min. Sci. https://doi.org/10.1016/J.IJRMMS.2023.105453 (2023).
Zhang, H. et al. Cavity formation evolution and determination of cut angle in wedge cut blasting. Eng. Fract. Mech. https://doi.org/10.1016/J.ENGFRACMECH.2025.111639 (2026).
Cheng, B. et al. Research on the mechanism and application of wedge cutting blasting with hole-inner delay. Sci. Rep. 14 (1), 11383–11383. https://doi.org/10.1038/S41598-024-62318-2 (2024).
Zhou, J. et al. Optimization of blasting parameters considering both vibration reduction and profile control: A case study in a mountain hard rock tunnel. Buildings 14 (5), 1421. https://doi.org/10.3390/BUILDINGS14051421 (2024).
Lin, F. et al. Reduction of blasting induced ground vibrations using high-precision digital electronic detonators. Front. Earth Sci. https://doi.org/10.3389/FEART.2021.804504 (2022).
Wang, P. et al. Experimental study of blast-induced vibration characteristics based on the delay-time errors of detonator. Adv. Civ. Eng. https://doi.org/10.1155/2020/8877409 (2020).
Iwano, K. et al. Reduction of tunnel blasting induced ground vibrations using advanced electronic detonators. Tunnell. Undergr. Space Technol. Incorpor. Trenchless Technol. Res. https://doi.org/10.1016/j.tust.2020.103556 (2020).
Sheng, M. Y. et al. Rock damage and stress evolution of large open-hole straight-hole cutting blasting under different in situ stresses. Arab. J. Geosci. 18 (11), 211–211. https://doi.org/10.1007/S12517-025-12347-6 (2025).
Zhang, F. et al. Experimental and numerical study on mechanical response mechanism of granite under coupled confining pressure and blasting load. Rock Mech. Rock Eng. 58 (2), 1–21. https://doi.org/10.1007/S00603-024-04295-6 (2024).
Li, C. X. et al. Theoretical and numerical simulation investigation of deep hole dispersed charge cut blasting. Int. J. Coal Sci. Technol. https://doi.org/10.1007/S40789-023-00571-Y (2023).
Zhou, J. et al. Developing a hybrid model of Jaya algorithm-based extreme gradient boosting machine to estimate blast-induced ground vibrations. Int. J. Rock Mech. Min. Sci. https://doi.org/10.1016/J.IJRMMS.2021.104856 (2021).
Asareh, I., Yoon, Y. & Song, J. A numerical method for dynamic fracture using the extended finite element method with non-nodal enrichment parameters. Int. J. Impact Eng. 121, 63–76. https://doi.org/10.1016/j.ijimpeng.2018.06.012 (2018).
Cao, X. et al. SPH–FEM numerical simulation of empty-hole cut blasting in rock masses. Geotech. Geol. Eng. 43 (8), 388–388. https://doi.org/10.1007/S10706-025-03351-4 (2025).
Zhang, Z. et al. Blasting effects of the borehole considering decoupled eccentric charge. Alex. Eng. J. 88, 116–125. https://doi.org/10.1016/J.AEJ.2024.01.007 (2024).
Zhang, H. et al. Numerical study on evolution mechanism of cut blasting and cavity formation under confining pressure. Rock Mech. Rock Eng. 56 (12), 8571–8590. https://doi.org/10.1007/S00603-023-03520-Y (2023).
Ferrari, P., Furci, I. & Capizzano, S. S. Flipped structured matrix-sequences in image deblurring with reflective and anti-reflective boundary conditions. Numer. Algorithms 100 (1), 1–33. https://doi.org/10.1007/S11075-024-01960-3 (2024).
Dong, H. et al. The local well-posedness of the relativistic Vlasov–Maxwell–Landau system with the specular reflection boundary condition. SIAM J. Math. Anal. 56 (5), 6613–6688. https://doi.org/10.1137/23M1608938 (2024).
Sun, Y. et al. A modified Holmquist‒Johnson‒Cook (HJC) constitutive model and its application to numerical simulations of explosions and impacts in rock materials. Simul. Model. Pract. Theory 138, 103038–103038. https://doi.org/10.1016/J.SIMPAT.2024.103038 (2025).
Li, F. et al. Study on the dynamic response characteristics of lining structures in large-section tunnel blasting using JH-2 model analysis. Sci. Rep. 14 (1), 10506–10506. https://doi.org/10.1038/S41598-024-60918-6 (2024).
Wu, L. G. & Wang, H. Nonlinear correction of elastic section in HJC constitutive model. Int. J. Impact Eng. 189, 104955. https://doi.org/10.1016/J.IJIMPENG.2024.104955 (2024).
Liu, J. & Zhang, J. C. A modified HJC model for geological materials subjected to blasting loadings. Structures https://doi.org/10.1016/J.ISTRUC.2023.105483 (2023).
Wang, Z. L. et al. Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks. Comput. Geotech. https://doi.org/10.1016/J.COMPGEO.2021.104172 (2021).
Xu, Q. et al. The physical simulation study on impact damage characteristics of deep elliptical roadway. Rock Mech. Rock Eng. 58 (5), 1–16. https://doi.org/10.1007/S00603-025-04446-3 (2025).
Ying, P. et al. Study of impact load directions on tunnel stability in a cracked rock mass. Rock Mech. Rock Eng. 57 (12), 1–18. https://doi.org/10.1007/S00603-024-04136-6 (2024).
Xiao, C. et al. Multi-scale research on blasting damage of rock based on fractal theory. Rock Mech. Rock Eng. 57 (8), 5899–5911. https://doi.org/10.1007/S00603-024-03825-6 (2024).
Wu, X. D. et al. Vibration reduction technology and the mechanisms of surrounding rock damage from blasting in neighborhood tunnels with small clearance. Int. J. Min. Sci. Technol. 33 (5), 625–637. https://doi.org/10.1016/J.IJMST.2022.10.009 (2023).
Li, Z. Q. et al. Study on influence of key blasthole parameters on tunnel overbreak. Underground Space https://doi.org/10.1016/J.UNDSP.2022.07.001 (2023).
Lyu, G. P., Zhou, C. B. & Jiang, N. Experimental and numerical study on tunnel blasting induced damage characteristics of grouted surrounding rock in fault zones. Rock Mech. Rock Eng. 56 (1), 603–617. https://doi.org/10.1007/S00603-022-03055-8 (2022).
Sunita, M. et al. Physio-mechanical characterization of limestone and dolomite for its application in blast analysis of tunnels. J. Eng. Mech. https://doi.org/10.1061/(ASCE)EM.1943-7889.0002100 (2022).
Ma, L. et al. Blasting profile evaluation of sand-mud interbedded surrounding rock during the large-span tunnel construction. Sci. Rep. 14 (1), 12405–12405. https://doi.org/10.1038/S41598-024-62921-3 (2024).
Antong, W. et al. Analysis of the influence of shear-tensile resistance and rock-breaking effect of cutting holes. Sci. Rep. 14 (1), 4917–4917. https://doi.org/10.1038/S41598-024-55640-2 (2024).
Ma, L. H. et al. Disturbance and control of National Strategic Gas Storage induced by adjacent tunnel blasting. Front. Earth Sci. https://doi.org/10.3389/FEART.2021.807073 (2022).
Sun, J. et al. Study on the propagation law and waveform characteristics of a blasting shock wave in a highway tunnel with the bench method. Buildings 14(9), 2802–2802. https://doi.org/10.3390/BUILDINGS14092802 (2024).
TB 10120–2019. Technical specification for railway gas tunnel. (2019).
Hu, T. et al. The impact of delay time on blasting mining efficiency: insights from simulations and field experiments. Appl. Geophys. https://doi.org/10.1007/s11770-026-1421-2 (2026).
Acknowledgements
The authors would like to thank the Shandong postdoctoral innovation project (SDCX-ZG-202400203), Supported by the Qingdao Postdoctoral Project (QDBSH20230202074), Supported by the Chengdu City Science and Technology Project (NCTI-STR-ZZLX-CD-0013).
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S.Y.: Methodology, Data curation, Experimental, Supervision. J.Z.H.: Writing original draft, Experimental, Editing. T.C.L.: Writing-review, Data Curation, Validation. L.X.: Supervision, W.Q.B.: Supervision, L.Z.L.: Validation, L.Z.H.: Validation.
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Sun, Y., Ji, Zh., Tian, Cl. et al. Study on the failure effect of gas tunnel blasting considering the influence of delay time and its engineering application. Sci Rep (2026). https://doi.org/10.1038/s41598-026-45235-4
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DOI: https://doi.org/10.1038/s41598-026-45235-4


