Abstract
Tunnel blasting vibration will have adverse effects on adjacent existing villages. To ensure the normal life and safety of residents in these existing villages, it is particularly important to monitor and analyze the vibration induced by tunnel blasting. In this paper, with the blasting project of Chong-Li Tunnel under the existing village as an example, the characteristics of the tunnel blasting vibration response are analyzed. First, the blasting vibration velocity and frequency on the ground are obtained by field monitoring, and the propagation law of blasting vibration is studied. Second, a three-dimensional finite difference element model is established by numerical simulation and verified by the measured data. According to the numerical simulation results, the transverse influence range and longitudinal influence range of tunnel blasting vibration are divided, and the location of the measuring point with the largest blasting vibration response is determined. Then, taking the PPV with the largest vibration response as the control index, the corresponding control blasting distances in front of and behind the tunnel section are determined. Finally, 8 blasting tests with different charges per delay are carried out to obtain the control threshold of the maximum charge per delay.
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Data availability
The data that support the findings of this study are available from the corresponding author upon reasonable requirements.
Abbreviations
- PPV:
-
Peak particle velocity
- R :
-
Distance from the blast area
- D :
-
Mileage distance between the measuring point and the excavation section
- K :
-
Parameter of blasting vibration
- α :
-
Parameter of blasting vibration
- Q :
-
Maximum charge per delay
- E s :
-
Elastic modulus of rock mass
- E d :
-
Dynamic elastic modulus of the rock mass
- r 1 :
-
Radius of the blasting crushing zone
- r 2 :
-
Radius of the broken zone
- r d :
-
Equivalent radius of action
- P 0 :
-
Initial pressure in the blasthole
- P d :
-
Equivalent blasting load
- σ*:
-
Dynamic compressive strength of the rock mass
- p e :
-
Equivalent blasting load
- ρ :
-
Density of the rock mass
- ρ e :
-
Density of explosives
- c p :
-
Longitudinal wave propagation velocity of the rock mass
- σ c :
-
Uniaxial compressive strength of rock mass
- σ cd :
-
Dynamic uniaxial compressive strength of a rock mass
- σ t :
-
Uniaxial tensile strength of rock mass
- d a :
-
Diameter of the explosive
- d b :
-
Blasthole diameter
- V D :
-
Detonation wave velocity
- μ s :
-
Poisson’s ratio
- μ d :
-
Dynamic Poisson’s ratio
- φ :
-
Friction angle
- c :
-
Cohesion
References
Agrawal H, Mishra AK (2020) An innovative technique of simplified signature hole analysis for prediction of blast-induced ground vibration of multi-hole/production blast: an empirical analysis. Nat Hazards 100:111–132. https://doi.org/10.1007/s11069-019-03801-2
Azimi Y, Khoshrou SH, Osanloo M (2019) Prediction of blast induced ground vibration (BIGV) of quarry mining using hybrid genetic algorithm optimized artificial neural network. Meas J Int Meas Conf 147:106874. https://doi.org/10.1016/j.measurement.2019.106874
Cardu M, Coragliotto D, Oreste P (2019) Analysis of predictor equations for determining the blast-induced vibration in rock blasting. Int J Min Sci Technol 29:905–915. https://doi.org/10.1016/j.ijmst.2019.02.009
Chen L, Chen J, Luo Y, Guo Y, Mu Y, Zhong D, Liu W, Yang T, Chen W (2020) Propagation laws of blasting seismic waves in weak rock mass: a case study of muzhailing tunnel. Adv Civ Eng 2020:1–15. https://doi.org/10.1155/2020/8818442
China Standards Association (2014) Safety regulations for blasting (GB6722–2014)
Deng X, Wang J, Wang R, Liu Q (2020) Influence of blasting vibrations generated by tunnel construction on an existing road. Int J Civ Eng 18:1381–1393. https://doi.org/10.1007/s40999-020-00549-w
Deutsches Institut fu¨r Normung (DIN) (1986) Vibrations on building construction, Part 3-Effects on structures. DIN 4150–3, Berlin
Djordjevic N (1999) Two-component of blast fragmentation. Proceedings of the sixth international symposium on rock fragmentation by Blasting-Fragblast 1999. South African Institute of Mining and Metallurgy, Johannesburg, South Africa
Eldredge JD, Dowling AP (2003) The absorption of axial acoustic waves by a perforated liner with bias flow. J Fluid Mech 485:307–335. https://doi.org/10.1017/S0022112003004518
Esen S, Onederra I, Bilgin HA (2003) Modelling the size of the crushed zone around a blasthole. Int J Rock Mech Min 40:485–495. https://doi.org/10.1016/S1365-1609(03)00018-2
Gou Y, Shi X, Zhou J, Qiu X, Chen X, Huo X (2020) Attenuation assessment of blast-induced vibrations derived from an underground mine. Int J Rock Mech Min 127:104220. https://doi.org/10.1016/j.ijrmms.2020.104220
Harkrider DG, Ben-menahem A (2017) Theoretical Rayleigh and love waves from explosions in nonspherical cavities and from tectonic release in compressive stress fields. B Seismol Soc Am 107:1923–1930. https://doi.org/10.1785/0120160381
Hasanipanah M, Naderi R, Kashir J, Noorani SA, Zeynali Aaq Qaleh A (2017) Prediction of blast-produced ground vibration using particle swarm optimization. Eng Comput 33:173–179. https://doi.org/10.1007/s00366-016-0462-1
Hu Y, Yang Z, Huang S, Lu W, Zhao G (2020) A new safety control method of blasting excavation in high rock slope with joints. Rock Mech Rock Eng 53:3015–3029. https://doi.org/10.1007/s00603-020-02113-3
Huang D, Cui S, Li X (2019) Wavelet packet analysis of blasting vibration signal of mountain tunnel. Soil Dyn Earthq Eng 117:72–80. https://doi.org/10.1016/j.soildyn.2018.11.025
Hustrulid WA (1999) Blasting principles for open pit mining. Balkema Publishers, Brookfeld
II’yushin AA (1971) The mechanics of a continuous medium. Izd-vo MGU, Moscow (in Russian)
Jahed Armaghani D, Kumar D, Samui P, Hasanipanah M, Roy B (2020) A novel approach for forecasting of ground vibrations resulting from blasting: modified particle swarm optimization coupled extreme learning machine. Eng Comput 37:3221–3235. https://doi.org/10.1007/s00366-020-00997-x
Jayasinghe B, Zhao Z, Teck Chee AG, Zhou H, Gui Y (2019) Attenuation of rock blasting induced ground vibration in rock-soil interface. J Rock Mech Geotech Eng 11:770–778. https://doi.org/10.1016/j.jrmge.2018.12.009
Ji L, Zhou C, Lu S, Jiang N, Gutierrez M (2021) Numerical studies on the cumulative damage effects and safety criterion of a large cross-section tunnel induced by single and multiple full-scale blasting. Rock Mech Rock Eng 54:6393–6411. https://doi.org/10.1007/s00603-021-02630-9
Jia HP, Liu DS, Chen B (2019) Study on distribution law of blasting vibration velocity of adjacent tunnels. J Min Sci Technol 4(6):506–514
Jiang N, Zhou C, Lu S, Zhang Z (2017) Propagation and prediction of blasting vibration on slope in an open pit during underground mining. Tunn Undergr Sp Tech 70:409–421. https://doi.org/10.1016/j.tust.2017.09.005
Jiang N, Zhu B, He X, Zhou C, Luo X, Wu T (2020) Safety assessment of buried pressurized gas pipelines subject to blasting vibrations induced by metro foundation pit excavation. Tunn Undergr Sp Tech 102:103448. https://doi.org/10.1016/j.tust.2020.103448
Kanchibotla SS, Valery W, Morrell S (1999) Modelling fnes in blast fragmentation and its impact on crushing and grinding. Proceedings of Explo’99 – a conference on rock breaking. The Australasian Institute of Mining and Metallurgy, Kalgoorlie, Western Australia
Kumar S, Mishra AK, Choudhary BS, Sinha RK, Deepak D, Agrawal H (2020) Prediction of ground vibration induced due to single hole blast using explicit dynamics. Min Metall Explor 37:733–741. https://doi.org/10.1007/s42461-019-00162-z
Kuzu C (2008) The importance of site-specific characters in prediction models for blast-induced ground vibrations. Soil Dyn Earthq Eng 28:405–414. https://doi.org/10.1016/j.soildyn.2007.06.013
Leidig M, Bonner JL, Rath T, Murray D (2010) Quantification of ground vibration differences from well-confined single-hole explosions with variable velocity of detonation. Int J Rock Mech Min 47:42–49. https://doi.org/10.1016/j.ijrmms.2009.07.006
Li JC, Li HB, Ma GW, Zhou YX (2013) Assessment of underground tunnel stability to adjacent tunnel explosion. Tunn Undergr Sp Tech 35:227–234. https://doi.org/10.1016/j.tust.2012.07.005
Li L, Wang F, Shang F, Jia Y, Zhao C, Kong D (2017) Energy spectrum analysis of blast waves based on an improved Hilbert-Huang transform. Shock Waves 27:487–494. https://doi.org/10.1007/s00193-016-0667-7
Liang Q, Li J, Li D, Ou E (2013) Effect of blast-induced vibration from new railway tunnel on existing adjacent railway tunnel in Xinjiang, China. Rock Mech Rock Eng 46:19–39. https://doi.org/10.1007/s00603-012-0259-5
Liu D, Lu W, Yang J, Gao J, Yan P, Hu S, Yao C (2022) Relationship between cracked-zone radius and dominant frequency of vibration in tunnel blasting. Int J Rock Mech Min 160:105249. https://doi.org/10.1016/j.ijrmms.2022.105249
Lu W, Luo Y, Chen M, Shu D (2012) An introduction to Chinese safety regulations for blasting vibration. Environ Earth Sci 67:1951–1959. https://doi.org/10.1007/s12665-012-1636-9
Lu WB, Leng ZD, Chen M (2016) A modifed model to calculate the size of the crushed zone around a blast-hole. J South Afr Inst Min Metall 116(5):412–422. https://doi.org/10.17159/2411-9717/2016/v116n5a7
Lu W, Leng Z, Hu H, Chen M, Wang G (2018) Experimental and numerical investigation of the effect of blast-generated free surfaces on blasting vibration. Eur J Environ Civ En 22:1374–1398. https://doi.org/10.1080/19648189.2016.1262285
Matidza MI, Jianhua Z, Gang H, Mwangi AD (2020) Assessment of blast-induced ground vibration at Jinduicheng molybdenum open pit mine. Nat Resour Res 29:831–841. https://doi.org/10.1007/s11053-020-09623-5
Mitri FG (2020) Radiation force and torque on an elliptical cylinder illuminated by a TE-polarized non-paraxial focused Gaussian light sheet with arbitrary incidence. J Opt Soc Am A 37:265–275. https://doi.org/10.1364/JOSAA.379851
Nateghi R, Kiany M, Gholipouri O (2009) Control negative effects of blasting waves on concrete of the structures by analyzing of parameters of ground vibration. Tunn Undergr Sp Tech 24:608–616. https://doi.org/10.1016/j.tust.2009.04.004
Ongen T, Karakus D, Konak G, Onur AH (2018) Assessment of blast-induced vibration using various estimation models. J Afr Earth Sci 145:267–273. https://doi.org/10.1016/j.jafrearsci.2018.05.004
Peng Y, Liu G, Wu L, Zuo Q, Liu Y, Zhang C (2021) Comparative study on tunnel blast-induced vibration for the underground cavern group. Environ Earth Sci 80:68. https://doi.org/10.1007/s12665-020-09362-z
Persson PA, Holmberg R, Lee J (1993) Rock blasting and explosives engineering. CRC Press, Boca Raton
Shan RL, Song YW, Bai Y (2018) Research on the energy attenuation characteristics of blasting vibration signals based on wavelet packet transformation. J Min Sci Technol 3(2):119–128
Shan RL, Zhao Y, Wang HL (2022) Attenuation of blasting vibration in a railway tunnel. Explos Shock Waves 42(8):085201. https://doi.org/10.11883/bzycj-2021-0324
Shao W, Mechefske CK (2005) Analyses of radiation impedances of finite cylindrical ducts. J Sound Vib 286:363–381. https://doi.org/10.1016/j.jsv.2004.11.017
Shi ZM, Liu L, Peng M, Liu CC, Tao FJ, Liu CS (2018) Non-destructive testing of full-length bonded rock bolts based on HHT signal analysis. J Appl Geophys 151:47–65. https://doi.org/10.1016/j.jappgeo.2018.02.001
Sun Y, Yang F, Zheng J (2019) Noise reduction of microseismic signals based on variational mode decomposition and wavelet energy entropy. J Min Sci Technol 4(6):469–479
Sun ZB, Zhao YX, Wang HL (2023) Influence of blasting vibration effect on high-rise buildings adjacent to subway station. J Min Sci Technol 8:83–92. https://doi.org/10.19606/j.cnki.jmst.2023.01.008
Szuladzinski G (1993) Response of rock medium to explosive borehole pressure. Proceedings of the Fourth International Symposium on Rock Fragmentation by Blasting (Fragblast-4), Vienna, Austria
Tian X, Song Z, Wang J (2019) Study on the propagation law of tunnel blasting vibration in stratum and blasting vibration reduction technology. Soil Dyn Earthq Eng 126:105813. https://doi.org/10.1016/j.soildyn.2019.105813
Triviño LF, Mohanty B, Milkereit B (2012) Seismic waveforms from explosive sources located in boreholes and initiated in different directions. J Appl Geophys 87:81–93. https://doi.org/10.1016/j.jappgeo.2012.09.004
Wang X, Zhang S, Wang C, Cui W, Cao K, Fang X (2020) Blast-induced damage and evaluation method of concrete gravity dam subjected to near-field underwater explosion. Eng Struct 209:109996. https://doi.org/10.1016/j.engstruct.2019.109996
Wang Z, Wang H, Wang J, Tian N (2021) Finite element analyses of constitutive models performance in the simulation of blast-induced rock cracks. Comput Geotech 135:104172. https://doi.org/10.1016/j.compgeo.2021.104172
Wang X, Li J, Zhao X, Liang Y (2022) Propagation characteristics and prediction of blast-induced vibration on closely spaced rock tunnels. Tunn Undergr Sp Tech 123:104416. https://doi.org/10.1016/j.tust.2022.104416
Wang H, Zhao Y, Shan R, Wei Y, Liu D, Dong J (2023) Safety evaluation and application of blasting vibration based on an improved Hilbert-Huang transform. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-023-03272-9
Xaнyкaeв AH (1974) Physical process of rock blasting in mining. Mineral Press, Leningrad
Xu J, Kang Y, Wang X, Feng G, Wang Z (2019) Dynamic characteristics and safety criterion of deep rock mine opening under blast loading. Int J Rock Mech Min 119:156–167. https://doi.org/10.1016/j.ijrmms.2019.04.015
Yang JH, Lu WB, Jiang QH, Yao C, Zhou CB (2016) Frequency comparison of blast-induced vibration per delay for the full-face millisecond delay blasting in underground opening excavation. Tunn Undergr Sp Tech 51:189–201. https://doi.org/10.1016/j.tust.2015.10.036
Yang J, Dai J, Yao C, Jiang S, Zhou C, Jiang Q (2020) Estimation of rock mass properties in excavation damage zones of rock slopes based on the Hoek-Brown criterion and acoustic testing. Int. J. Rock Mech. Min 126:104192. https://doi.org/10.1016/j.ijrmms.2019.104192
Yu C, Yue H, Li H, Xia X, Liu B (2021) Scale model test study of influence of joints on blasting vibration attenuation. B Eng Geol Environ 80:533–550. https://doi.org/10.1007/s10064-020-01944-2
Zaid M (2021) Dynamic stability analysis of rock tunnels subjected to impact loading with varying UCS. Geomech Eng 24:505–518. https://doi.org/10.12989/GAE.2021.24.6.505
Zhang Z, Zhou C, Remennikov A, Wu T, Lu S, Xia Y (2021) Dynamic response and safety control of civil air defense tunnel under excavation blasting of subway tunnel. Tunn Undergr Sp Tech 112:103879. https://doi.org/10.1016/j.tust.2021.103879
Zhao Y, Shan RL, Wang HL (2021) Research on vibration effect of tunnel blasting based on an improved Hilbert-Huang transform. Environ Earth Sci 80:206. https://doi.org/10.1007/s12665-021-09506-9
Zhao Y, Shan RL, Wang HL, Xin BY (2022) Vibration response and evaluation system of cross-tunnel blasting. Bull Eng Geol Environ 81(10):417. https://doi.org/10.1007/s10064-022-02911-9
Funding
The work described in this paper is supported by the National Natural Science Foundation of China (numbers 51878242 and 41572270), the Natural Science Foundation of Hebei Province (number E2020404007), and the Hebei Provincial Innovation Capacity Improvement Plan Project (21567614H). The original data for this research are mainly from the Horizontal Project of the Enterprise Alliance (XJTXTL-JSZX-2020-0010).
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Shan, R., Zhao, Y., Wang, H. et al. Blasting vibration response and safety control of mountain tunnel. Bull Eng Geol Environ 82, 166 (2023). https://doi.org/10.1007/s10064-023-03199-z
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DOI: https://doi.org/10.1007/s10064-023-03199-z