Abstract
Drill and blast method is widely applied in deep rock engineering, and the in-situ stress poses a great challenge to blasting excavation. The failure mechanism of rock under coupled dynamic and static loads and the effect of in-situ stress on blasting effects are major concerns when dealing with deep rock blasting excavation. In this study, lab-scale crater blasting experiments on sandstone specimens under various equal biaxial compressive stresses were conducted to investigate the effects of in-situ stress on blasting effects and the mechanism of in-situ stress affecting rock blasting. The initiation and propagation of crack network, morphological characteristics of blasting crater, and distribution characteristics of blasting fragments under biaxial in-situ stress were studied. Besides, the quantitative relationships between biaxial in-situ stress and blasting crater parameters (diameter, area, and volume) were analyzed. The experimental results show that the biaxial static stress inhibits the formation of radial cracks and promotes the formation of circumferential cracks, resulting in the time delay of initial crack formation and the change of initial crack type from radial crack to circumferential crack. With increasing biaxial static stress, the diameter, area and volume of blasting crater, and the size and quantity of blasting fragments gradually increase. Meanwhile, blasting craters are all circular under the various biaxial static stresses. Biaxial static stress has significant influences on the evolution of flaky failure zone, while the effect on the block failure zone and transition failure zone is relatively small. Finally, the mechanisms of the effect of biaxial in-situ stress on the initiation and propagation of blast-generated cracks, blasting crater morphology, and blasting fragments’ distribution were analyzed theoretically.
Highlights
-
Crater blasting experiments on hard stone under various biaxial in-situ stresses were conducted.
-
The effects of static stress on cracks, blasting crater, and blasting fragments are investigated.
-
Quantitative relationships between in-situ stress and blasting crater parameters are examined.
-
Mechanism analysis of biaxial in-situ stress affecting blasting.
Similar content being viewed by others
References
Brady BHG, Brown ET (2006) Rock mechanics for underground mining. Kluwer, London, pp 522–526
Chi LY, Zhang ZX, Aalberg A, Li CC (2019) Experimental investigation of blast-induced fractures in rock cylinders. Rock Mech Rock Eng 52(8):2569–2584. https://doi.org/10.1007/s00603-019-01749-0
Cho SH, Cheong SS, Yokota M, Kaneko K (2016) The dynamic fracture process in rocks under high-voltage pulse fragmentation. Rock Mech Rock Eng 49:3841–3853. https://doi.org/10.1007/s00603-016-1031-z
Fairhurst C (2017) Some challenges of deep mining. Engineering 3(4):527–537. https://doi.org/10.1016/J.ENG.2017.04.017
Fairhurst CE, Hudson JA (1999) Draft ISRM suggested method for the complete stress–strain curve for intact rock in uniaxial compression. Int J Rock Mech Min Sci 36:279–289. https://doi.org/10.1016/S0148-9062(99)00006-6
Feng XT, Haimson B, Li XC, Chang CD, Ma XD, Zhang XW, Ingraham M, Suzuki K (2019) ISRM suggested method: determining deformation and failure characteristics of rocks subjected to true triaxial compression. Rock Mech Rock Eng 52(6):2011–2020. https://doi.org/10.1007/s00603-019-01782-z
Fujii Y, Kiyama T, Ishijima Y, Kodama J (1998) Examination of a rock failure criterion based on circumferential tensile strain. Pure Appl Geophys 152:551–577. https://doi.org/10.1007/s000240050167
Gong FQ, Si XF, Li XB, Wang SY (2019) Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar. Int J Rock Mech Min Sci 113:211–219. https://doi.org/10.1016/j.ijrmms.2018.12.005
Han HY, Fukuda D, Liu HY, Salmi EF, Sellers E, Liu TJ, Chan A (2020a) Combined finite-discrete element modelling of rock fracture and fragmentation induced by contour blasting during tunnelling with high horizontal in-situ stress. Int J Rock Mech Min Sci 127:104214. https://doi.org/10.1016/j.ijrmms.2020a.104214
Han HY, Fukuda D, Liu HY, Salmi EF, Sellers E, Liu TJ, Chan A (2020b) FDEM simulation of rock damage evolution induced by contour blasting in the bench of tunnel at deep depth. Tunn Undergr Sp Technol 103:103495. https://doi.org/10.1016/j.tust.2020b.103495
Heidbach O, Tingay M, Barth A, Reinecker J, Kurfess D, Muller B (2010) Global crustal stress pattern based on the World Stress Map database release 2008. Tectonophysics 482:3–15. https://doi.org/10.1016/j.tecto.2009.07.023
Hokka M, Black J, Tkalich D et al (2016) Effects of strain rate and confining pressure on the compressive behavior of Kuru granite. Int J Impact Eng 91:183–193. https://doi.org/10.1016/j.ijimpeng.2016.01.010
Hu WR, Liu K, Potyondy DO, Zhang QB (2020) 3D continuum-discrete coupled modelling of triaxial Hopkinson bar tests on rock under multiaxial static-dynamic loads. Int J Rock Mech Min Sci 134:104448. https://doi.org/10.1016/j.ijrmms.2020.104448
Kang HP, Zhang X, Si L, Wu Y, Gao F (2010) In-situ stress measurements and stress distribution characteristics in underground coal mines in China. Eng Geol 116:333–345. https://doi.org/10.1016/j.enggeo.2010.09.015
Keneti A, Sainsbury BA (2018) Review of published rockburst events and their contributing factors. Eng Geol 246:361–373. https://doi.org/10.1016/j.enggeo.2018.10.005
Kolsky H (1953) Waves in solids. Oxford Clarendon Press, Oxford
Kuili S, Sastry VR (2018) A numerical modelling approach to assess the behaviour of underground cavern subjected to blast loads. Int J Min Sci Technol 28:975–983. https://doi.org/10.1016/j.ijmst.2018.05.015
Li QM, Reid SR, Wen HM, Telford AR (2005) Local impact effects of hard missiles on concrete targets. Int J Impact Eng 32(1):224–284. https://doi.org/10.1016/j.ijimpeng.2005.04.005
Li SJ, Feng XT, Li ZH, Chen BR, Zhang CQ, Zhou H (2012) In situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station. Eng Geol 137–138:85–96. https://doi.org/10.1016/j.enggeo.2012.03.010
Li YH, Peng JY, Zhang FP, Qiu ZG (2016) Cracking behavior and mechanism of sandstone containing a pre-cut hole under combined static and dynamic loading. Eng Geol 213:64–73. https://doi.org/10.1016/j.enggeo.2016.08.006
Li P, Cai MF, Guo QF, Miao SJ (2019) In situ stress state of the northwest region of the jiaodong peninsula, china from overcoring stress measurements in three gold mines. Rock Mech Rock Eng 52:4497–4507. https://doi.org/10.1007/s00603-019-01827-3
Li DY, Xiao P, Han ZY, Zhu QQ (2020) Mechanical and failure properties of rocks with a cavity under coupled static and dynamic loads. Eng Fract Mech 225:1061958. https://doi.org/10.1016/j.engfracmech.2018.10.021
Liu K, Zhang QB, Wu G, Li JC, Zhao J (2019) Dynamic mechanical and fracture behaviour of sandstone under multiaxial loads using a triaxial Hopkinson bar. Rock Mech Rock Eng 52(7):2175–2195. https://doi.org/10.1007/s00603-018-1691-y
Liverts M, Ram O, Sadot O, Apazidis N, Ben-Dor G (2015) Mitigation of exploding-wire generated blast-waves by aqueous foam. Phys Fluids 27:076103. https://doi.org/10.1063/1.4924600
Livingston CW (1956) Fundamentals of rock failure. American Rock Mechanics Association, Alexandria
Lu WB, Leng ZD, Chen M, Yan P, Hu YG (2016) A modified model to calculate the size of the crushed zone around a blast-hole. J S Afr Inst Min Metall 116(5):413–422. https://doi.org/10.17159/2411-9717/2016/v116n5a7
Mazaira A, Konicek P (2015) Intense rockburst impacts in deep underground construction and their prevention. Can Geotech J 52(10):1426–1439. https://doi.org/10.1139/cgj-2014-0359
Nof E, Ram O, Kochavi E, Ben-Dor G, Sadot O (2017) Exploration of methods in the exploding wire technique for simulating large blasts. In: 30th International symposium on shock waves 2. Springer, Berlin, pp 1327–1331. https://doi.org/10.1007/978-3-319-44866-4_93
Peng JY, Li YH, Zhang FP, Qiu ZG (2018) Failure process and mechanism of sandstone under combined equal biaxial static compression and impact loading. Strain 54:e12267. https://doi.org/10.1111/str.12267
Peng JY, Zhang FP, Yan GL, Qiu ZG, Dai XH (2019) Experimental study on rock-like materials fragmentation by electric explosion method under high stress condition. Powder Technol 356:750–758. https://doi.org/10.1016/j.powtec.2019.09.001
Peng JY, Zhang FP, Yang XH (2020) Dynamic fracture and fragmentation of rock-like materials under column charge blasting using electrical explosion of wires. Powder Technol 367:517–526. https://doi.org/10.1016/j.powtec.2020.04.012
Rahimi B, Sharifzadeh M, Feng XT (2020) Ground behaviour analysis, support system design and construction strategies in deep hard rock mining-Justified in Western Australian’s mines. J Rock Mech Geotech 12(1):1–20. https://doi.org/10.1016/j.jrmge.2019.01.006
Ram O, Sadot O (2012) Implementation of the exploding wire technique to study blast wave-structure interaction. Exp Fluids 53:1335–1345. https://doi.org/10.1007/s00348-012-1339-8
Stacey TR (1981) A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Min Sci 18:469–474. https://doi.org/10.1016/0148-9062(81)90511-8
Uenishi K, Yamachi H, Yamagami K, Sakamoto R (2014) Dynamic fragmentation of concrete using electric discharge impulses. Constr Build Mater 67:170–179. https://doi.org/10.1016/j.conbuildmat.2014.05.014
Vazaios I, Vlachopoulos N, Diederichs MS (2018) The mechanical analysis and interpretation of the EDZ formation around deep tunnels within massive rock masses using a hybrid finite-discrete element approach: the case of the AECL URL Test Tunnel. Can Geotech J 56(1):35e59. https://doi.org/10.1139/cgj-2017-0578
Vazaios I, Vlachopoulos N, Diederichs MS (2019) Assessing fracturing mechanisms and evolution of excavation damaged zone of tunnels in interlocked rock masses at high stresses using a finite discrete element approach. J Rock Mech Geotech 11(04):701–722. https://doi.org/10.1016/j.jrmge.2019.02.004
Wagner H (2019) Deep mining: a rock engineering challenge. Rock Mech Rock Eng 52(5):1417–1446. https://doi.org/10.1007/s00603-019-01799-4
Wesseloo J, Stacey T (2016) A reconsideration of the extension strain criterion for fracture and failure of rock. Rock Mech Rock Eng 49:4667–4679. https://doi.org/10.1007/s00603-016-1059-0
Xie LX, Lu WB, Zhang QB, Jiang QH, Wang GH, Zhao J (2016) Damage evolution mechanisms of rock in deep tunnels induced by cutblasting. Tunn Undergr Sp Technol 58:257–270. https://doi.org/10.1016/j.tust.2016.06.004
Yang LY, Ding CX (2018) Fracture mechanism due to blast-imposed loading under high static stress conditions. Int J Rock Mech Min Sci 107:150–158. https://doi.org/10.1016/j.ijrmms.2018.04.039
Yang RS, Ding CX, Li YL, Yang LY, Zhao Y (2019) Crack propagation behavior in slit charge blasting under high static stress conditions. Int J Rock Mech Min Sci 119:117–123. https://doi.org/10.1016/j.ijrmms.2019.05.002
Yao W, Xu Y, Xia K, Wang S (2020) Dynamic mode II fracture toughness of rocks subjected to confining pressure. Rock Mech Rock Eng 53(2):569–586. https://doi.org/10.1007/s00603-019-01929-y
Yi CP, Johansson D, Greberg J (2018) Effects of in-situ stresses on the fracturing of rock by blasting. Comput Geotech 104:321–330. https://doi.org/10.1016/j.compgeo.2017.12.004
Yilmaz O, Unlu T (2013) Three dimensional numerical rock damage analysis under blasting load. Tunn Undergr Sp Technol 38:266–278. https://doi.org/10.1016/j.tust.2013.07.007
Zhang FP, Peng JY, Qiu ZG, Chen QK, Li YH, Liu JP (2017) Rock-like brittle material fragmentation under coupled static stress and spherical charge explosion. Eng Geol 220:266–273. https://doi.org/10.1016/j.enggeo.2017.02.016
Zhang FP, Yan GL, Peng JY, Qiu ZG, Dai XH (2020a) Experimental study on crack formation in sandstone during crater blasting under high geological stress. Bull Eng Geol Environ 79:1323–1332. https://doi.org/10.1007/s10064-019-01665-1
Zhang FP, Yan GL, Yang QB, Gao JK, Li YH (2020b) Strain field evolution characteristics of free surface during crater blasting in sandstone under high stress. Appl Sci 10(18):6285. https://doi.org/10.3390/app10186285
Zhang ZX, Qiao Y, Chi LY, Hou DF (2021) Experimental study of rock fragmentation under different stemming conditions in model blasting. Int J Rock Mech Min Sci 143:104797. https://doi.org/10.1016/j.ijrmms.2021.104797
Zhao JJ, Zhang Y, Ranjith PG (2020) Numerical modelling of blast-induced fractures in coal masses under high in-situ stresses. Eng Fract Mech 225:10749. https://doi.org/10.1016/j.engfracmech.2019.106749
Zhu Z, Mohanty B, Xie H (2007) Numerical investigation of blasting-induced crack initiation and propagation in rocks. Int J Rock Mech Min Sci 44:412–424. https://doi.org/10.1016/j.ijrmms.2006.09.002
Acknowledgements
This work was financially supported by the National Natural Science Foundation of China (52274114), and the Fundamental Research Funds for the Central Universities (N2101030). Special thanks to Dr. Wang XL, Mr. Yang QB, and Mr. Wang HN for their kind support in experiments.
Author information
Authors and Affiliations
Corresponding authors
Ethics declarations
Conflict of interest
The authors declare that they have no conflict of interests and no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Yan, G., Zhang, F., Ku, T. et al. Experimental Study and Mechanism Analysis on the Effects of Biaxial In-Situ Stress on Hard Rock Blasting. Rock Mech Rock Eng 56, 3709–3723 (2023). https://doi.org/10.1007/s00603-022-03205-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s00603-022-03205-y