Abstract
This study employs numerical simulations to scrutinize the influence of pre-existing fractures and in situ stress states on blast-induced crack propagation in fractured rocks. The geomechanical behavior of fractured rocks is simulated via a particle-based discrete element model with particles constructed and assembled by the Voronoi tessellation scheme based on the grain-size distribution of actual rock samples (specifically, Beishan granite), which captures solid vibrations under dynamic loading and realistically responds to crack growth and fracture displacement. The reliability of the model is also validated using Snell’s law and fracture mechanics. Based on the model, the effects of stress states and fracture configurations (such as single isolated fracture and two interacting fractures) on damage evolution are examined. It was observed that when the differential stress is aligned (or perpendicular) with the blasting wave, it amplifies (or reduces) the damaging effect of the blasting wave on the rock mass in most instances. The effect of the differential stress on the blasting wave is similar to that of an increase (or reduction) in the amplitude of the blasting wave. When the differential stress exceeds the tensile cracking stress, rock damage sharply escalates due to the generation of a plastic region, regardless of the angle between the blasting wave and differential stress. Meanwhile, a study of two interacting fractures reveals that differences in fracture geometry lead to different stress concentration and shadow zones in the specimen. This changes the location and extent of crack development and ultimately affects the strength of the rock. The findings from our simulations provide critical insights for understanding and characterizing excavation damage zones around underground excavations in fractured crystalline rock obtained by drilling and blasting methods and also provide safety predictions for constructed neighboring structures under dynamic loads.
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References
Bobet A (2000) The initiation of secondary cracks in compression. Eng Fract Mech 66:187–219. https://doi.org/10.1016/S0013-7944(00)00009-6
Bobet A, Einstein HH (1998) Fracture coalescence in rock-type materials under uniaxial and biaxial compression. Int J Rock Mech Min Sci 35:863–888. https://doi.org/10.1016/S0148-9062(98)00005-9
Bock S, Prusek S (2015) Numerical study of pressure on dams in a backfilled mining shaft based on PFC3D code. Comput Geotech 66:230–244. https://doi.org/10.1016/j.compgeo.2015.02.005
Brace WF, Byerlee JD (1966) Recent experimental studies of brittle fracture of rocks. In: 8th U.S. Symposium on rock mechanics, USRMS 1966. OnePetro, pp 58–81.
Cao P, Liu T, Pu C, Lin H (2015) Crack propagation and coalescence of brittle rock-like specimens with pre-existing cracks in compression. Eng Geol 187:113–121. https://doi.org/10.1016/j.enggeo.2014.12.010
Cao RH, Cao P, Lin H, Pu CZ, Ou K (2016) Mechanical behavior of brittle rock-like specimens with pre-existing fissures under uniaxial loading: experimental studies and particle mechanics approach. Rock Mech Rock Eng 49:763–783. https://doi.org/10.1007/s00603-015-0779-x
Chao Z, Fowmes G (2021) Modified stress and temperature-controlled direct shear apparatus on soil-geosynthetics interfaces. Geotext Geomembr. https://doi.org/10.1016/j.geotexmem.2020.12.011
Chen X, Shi C, Zhang Y-L, Yang J-X (2021) Numerical and experimental study on strain rate effect of ordinary concrete under low strain rate. KSCE J Civ Eng 25:1790–1805. https://doi.org/10.1007/s12205-021-0969-x
Chen Y, Lin H, Xie S, Ding X, He D, Yong W, Gao F (2022) Effect of joint microcharacteristics on macroshear behavior of single-bolted rock joints by the numerical modelling with PFC. Environ Earth Sci 81:276. https://doi.org/10.1007/s12665-022-10411-y
Cho N, Martin CD, Sego DC (2007) A clumped particle model for rock. Int J Rock Mech Min Sci 44:997–1010. https://doi.org/10.1016/j.ijrmms.2007.02.002
Deng XF, Zhu JB, Chen SG, Zhao ZY, Zhou YX, Zhao J (2014) Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses. Tunn Undergr Sp Technol 43:88–100. https://doi.org/10.1016/j.tust.2014.04.004
Di Q, Fu C, An Z, Wang R, Wang G, Wang M, Qi S, Liang P (2020) An application of CSAMT for detecting weak geological structures near the deeply buried long tunnel of the Shijiazhuang-Taiyuan passenger railway line in the Taihang Mountains. Eng Geol. https://doi.org/10.1016/j.enggeo.2020.105517
Donzé FV, Bouchez J, Magnier SA (1997) Modeling fractures in rock blasting. Int J Rock Mech Min Sci 34:1153–1163. https://doi.org/10.1016/S1365-1609(97)80068-8
Fishman YA (2009) Stability of concrete retaining structures and their interface with rock foundations. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2009.05.006
He C, Yang J, Yu Q (2018) Laboratory study on the dynamic response of rock under blast loading with active confining pressure. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2018.01.011
Huang J, Chen G, Zhao Y, Ren W (2012) An experimental study of the strain field development prior to failure of a marble plate under compression. Tectonophysics. https://doi.org/10.1016/0040-1951(90)90142-U
Huang L, He R, Yang Z, Tan P, Chen W, Li X, Cao A (2023) Exploring hydraulic fracture behavior in glutenite formation with strong heterogeneity and variable lithology based on DEM simulation. Eng Fract Mech 278:109020. https://doi.org/10.1016/j.engfracmech.2022.109020
Ingraffea AR, Heuze FE (1980) Finite element models for rock fracture mechanics. Int J Numer Anal Methods Geomech 4:25–43
Itasca Consulting Group, Inc. (2021) PFC suite—particle flow code in two and three dimensions (Version 7.0). Minneapolis, Itasca
Jiefan H, Ganglin C, Yonghong Z, Ren W (1990) An experimental study of the strain field development prior to failure of a marble plate under compression. Tectonophysics 175:269–284. https://doi.org/10.1016/0040-1951(90)90142-U
Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40:283–353. https://doi.org/10.1016/S1365-1609(03)00013-3
Ju Y, Wang Y, Su C, Zhang D, Ren Z (2019) Numerical analysis of the dynamic evolution of mining-induced stresses and fractures in multilayered rock strata using continuum-based discrete element methods. Int J Rock Mech Min Sci 113:191–210. https://doi.org/10.1016/j.ijrmms.2018.11.014
Kolsky H (1953) Nature 707:3651
Lee H, Jeon S (2011) An experimental and numerical study of fracture coalescence in pre-cracked specimens under uniaxial compression. Int J Solids Struct 48:979–999. https://doi.org/10.1016/j.ijsolstr.2010.12.001
Lei Q, Latham JP, Xiang J, Tsang CF (2017) Role of natural fractures in damage evolution around tunnel excavation in fractured rocks. Eng Geol. https://doi.org/10.1016/j.enggeo.2017.10.013
Li G, Bodahi F, He T, Luo F, Duan S, Li M (2022) Sensitivity analysis of macroscopic mechanical behavior to microscopic parameters based on PFC simulation. Geotech Geol Eng 40:3633–3641. https://doi.org/10.1007/s10706-022-02118-5
Li J, Ma G (2010) Analysis of blast wave interaction with a rock joint. Rock Mech Rock Eng 43:777–787. https://doi.org/10.1007/s00603-009-0062-0
Li T, Zhang L, Gong W, Tang H (2023) Cyclic freezing-thawing induced rock strength degradation, crack evolution, heave and settlement accounted for by a DEM model. Int J Rock Mech Min Sci 170:105498. https://doi.org/10.1016/j.ijrmms.2023.105498
Li W, Chong S, Cong Z (2023) Numerical study on the effect of grain size on rock dynamic tensile properties using PFC-GBM. Comp Part Mech. https://doi.org/10.1007/s40571-023-00634-6
Li XF, Li HB, Liu LW, Liu YQ, Ju MH, Zhao J (2020) Investigating the crack initiation and propagation mechanism in brittle rocks using grain-based finite-discrete element method. Int J Rock Mech Min Sci 127:104219. https://doi.org/10.1016/J.IJRMMS.2020.104219
Li Z, Li J, Li H (2021) Effect of concave terrain on explosion-induced ground motion. Int J Rock Mech Min Sci 148:104948. https://doi.org/10.1016/j.ijrmms.2021.104948
Liu D, Shi X, Zhang X, Wang B, Tang T, Han W (2018) Hydraulic fracturing test with prefabricated crack on anisotropic shale: laboratory testing and numerical simulation. J Pet Sci Eng 168:409–418. https://doi.org/10.1016/j.petrol.2018.04.059
Liu K, Hao H, Li X (2017) Numerical analysis of the stability of abandoned cavities in bench blasting. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2016.12.008
Luo F, Diao Y, Wu D, Xu P, Guo Y, Li M (2022) Macro-meso failure study on the mechanism of central-boundary fractured rock masses. Indian Geotech J 52:301–314. https://doi.org/10.1007/s40098-021-00573-0
Mehranpour MH, Kulatilake PHSW (2017) Improvements for the smooth joint contact model of the particle flow code and its applications. Comput Geotech 87:163–177. https://doi.org/10.1016/j.compgeo.2017.02.012
Park CH, Bobet A (2009) Crack coalescence in specimens with open and closed flaws: a comparison. Int J Rock Mech Min Sci 46:819–829. https://doi.org/10.1016/j.ijrmms.2009.02.006
Park JW, Song JJ (2009) Numerical simulation of a direct shear test on a rock joint using a bonded-particle model. Int J Rock Mech Min Sci 46:1315–1328. https://doi.org/10.1016/j.ijrmms.2009.03.007
Pierce M, Cundall P, Potyondy D, Mas Ivars D (2007) A synthetic rock mass model for jointed rock. In: Proceedings of the 1st Canada-US rock mechanics symposium rock mechanics. Meeting society challenges demands 1:341–349. https://doi.org/10.1201/noe0415444019-c4
Potyondy DO (2010) A grain-based model for rock: Approaching the true microstructure. Bergmek i Nord 2010 Rock Mech Nord Ctries, pp 225–234
Potyondy DO, Cundall PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41:1329–1364. https://doi.org/10.1016/j.ijrmms.2004.09.011
Shang R, Wang L, Liu H, Zhu C, Li S, Chen L (2023) The influence of dip angle of rock bridge on mechanical properties and fracture characteristics of fractured coal body at three-dimensional scale. Rock Mech Rock Eng 56:8927–8946. https://doi.org/10.1007/s00603-023-03523-9
Shcn B, Stcphansson O, Einstein HH, Ghahrcman B (1995) Coalescence of fractures under shear stresses in experiments. J Geophys Res. https://doi.org/10.1029/95JB00040
Snelling PE, Godin L, McKinnon SD (2013) The role of geologic structure and stress in triggering remote seismicity in Creighton Mine, Sudbury, Canada. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2012.10.005
Tang CA, Lin P, Wong RHC, Chau KT (2001) Analysis of crack coalescence in rock-like materials containing three flaws—part II: numerical approach. Int J Rock Mech Min Sci 38:925–939. https://doi.org/10.1016/S1365-1609(01)00065-X
Wang B, Li H, Shao Z, Chen S, Li X (2021) Investigating the mechanism of rock fracturing induced by high-pressure gas blasting with a hybrid continuum-discontinuum method. Comput Geotech 140:104445. https://doi.org/10.1016/j.compgeo.2021.104445
Wang M, Lu Z, Wan W, Zhao Y (2021) A calibration framework for the microparameters of the DEM model using the improved PSO algorithm. Adv Powder Technol 32:358–369. https://doi.org/10.1016/j.apt.2020.12.015
Wang M, Lu Z, Zhao Y, Wan W (2023) Peak strength, coalescence and failure processes of rock-like materials containing preexisting joints and circular holes under uniaxial compression: experimental and numerical study. Theoret Appl Fract Mech 125:103898. https://doi.org/10.1016/j.tafmec.2023.103898
Wang YH, Leung SC (2008) A particulate-scale investigation of cemented sand behavior. Can Geotech J 45:29–44. https://doi.org/10.1139/T07-070
Wang ZL, Konietzky H (2009) Modelling of blast-induced fractures in jointed rock masses. Eng Fract Mech 76:1945–1955. https://doi.org/10.1016/j.engfracmech.2009.05.004
Wang ZL, Konietzky H, Shen RF (2009) Coupled finite element and discrete element method for underground blast in faulted rock masses. Soil Dyn Earthq Eng. https://doi.org/10.1016/j.soildyn.2008.11.002
Wasantha PLP, Ranjith PG, Shao SS (2014) Energy monitoring and analysis during deformation of bedded-sandstone: use of acoustic emission. Ultrasonics. https://doi.org/10.1016/j.ultras.2013.06.015
Wei M, Dai F, Liu Y, Jiang R (2023) A fracture model for assessing tensile mode crack growth resistance of rocks. J Rock Mech Geotech Eng 15:395–411. https://doi.org/10.1016/j.jrmge.2022.03.001
Wei MD, Dai F, Xu NW, Zhao T (2016) Stress intensity factors and fracture process zones of ISRM-suggested chevron notched specimens for mode I fracture toughness testing of rocks. Eng Fract Mech 168:174–189. https://doi.org/10.1016/j.engfracmech.2016.10.004
Wu Z, Ma L, Fan L (2018) Investigation of the characteristics of rock fracture process zone using coupled FEM/DEM method. Eng Fract Mech 200:355–374. https://doi.org/10.1016/j.engfracmech.2018.08.015
Xie LX, Lu WB, Zhang QB, Jiang QH, Chen M, Zhao J (2017) Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses. Tunn Undergr Sp Technol. https://doi.org/10.1016/j.tust.2017.03.009
Xie S, Lin H, Duan H, Liu H, Liu B (2023) Numerical study on cracking behavior and fracture failure mechanism of fractured rocks under shear loading. Comp Part Mech. https://doi.org/10.1007/s40571-023-00660-4
Xiong L, Chen H, Yuan H, Xu Z (2023) Triaxial creep test and PFC numerical simulation of rock-like materials with cracks. Arab J Geosci 16:613. https://doi.org/10.1007/s12517-023-11717-2
Yang JX, Shi C, Wang S, Zhang C (2019) Numerical simulation verification of blasting failure effect in rock mass with particle flow code. J Disaster Prev Mitig Eng 39:217–226. https://doi.org/10.13409/j.cnki.jdpme.2019.02.004
Yang L, Yang R, Qu G, Zhang Y (2014) Caustic study on blast-induced wing crack behaviors in dynamic-static superimposed stress field. Int J Min Sci Technol. https://doi.org/10.1016/j.ijmst.2014.05.001
Yang P, Lei Q, Xiang J, Latham JP, Pain C (2020) Numerical simulation of blasting in confined fractured rocks using an immersed-body fluid-solid interaction model. Tunn Undergr Sp Technol 98:103352. https://doi.org/10.1016/j.tust.2020.103352
Yang R, Ding C, Yang L, Chen C (2018) Model experiment on dynamic behavior of jointed rock mass under blasting at high-stress conditions. Tunn Undergr Sp Technol. https://doi.org/10.1016/j.tust.2018.01.017
Yang X, Kulatilake PHSW, Jing H, Yang S (2015) Numerical simulation of a jointed rock block mechanical behavior adjacent to an underground excavation and comparison with physical model test results. Tunn Undergr Sp Technol 50:129–142. https://doi.org/10.1016/j.tust.2015.07.006
Yang XX, Kulatilake PHSW (2019) Effect of joint micro mechanical parameters on a jointed rock block behavior adjacent to an underground excavation: a particle flow approach. Geotech Geol Eng 37:431–453. https://doi.org/10.1007/s10706-018-0621-9
Yang Z, Cai H, Dai M, Wang T, Li M (2023) Mechanical behavior and rock breaking mechanism of shield hob based on particle flow code (PFC) method. Geotech Geol Eng 41:353–370. https://doi.org/10.1007/s10706-022-02286-4
Yi C, Johansson D, Greberg J (2018) Effects of in-situ stresses on the fracturing of rock by blasting. Comput Geotech. https://doi.org/10.1016/j.compgeo.2017.12.004
Yin P-F, Yang S-Q (2019) Discrete element modeling of strength and failure behavior of transversely isotropic rock under uniaxial compression. J Geol Soc India 93:235–246. https://doi.org/10.1007/s12594-019-1158-0
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
Yuan W, Su X, Wang W, Wen L, Chang J (2019) Numerical study of the contributions of shock wave and detonation gas to crack generation in deep rock without free surfaces. J Pet Sci Eng. https://doi.org/10.1016/j.petrol.2019.02.004
Zhang AB, Wang BL (2013) An opportunistic analysis of the interface crack based on the modified interface dislocation method. Int J Solids Struct. https://doi.org/10.1016/j.ijsolstr.2012.08.024
Zhang Z, Gao W, Li K, Li B (2020) Numerical simulation of rock mass blasting using particle flow code and particle expansion loading algorithm. Simul Model Pract Theory 104:102119. https://doi.org/10.1016/J.SIMPAT.2020.102119
Zhao H, Zhang L, Wu Z, Liu A (2022) Fracture mechanisms of intact rock-like materials under compression. Comput Geotech 148:104845. https://doi.org/10.1016/j.compgeo.2022.104845
Zhao MH, Dang HY, Fan CY, Chen ZT (2017) Extended displacement discontinuity method for an interface crack in a three-dimensional transversely isotropic piezothermoelastic bi-material. Part 1: theoretical solution. Int J Solids Struct. https://doi.org/10.1016/j.ijsolstr.2017.04.016
Zhao Y, Zhang L, Wang W, Pu C, Wan W, Tang J (2016) Cracking and stress-strain behavior of rock-like material containing two flaws under uniaxial compression. Rock Mech Rock Eng 49:2665–2687. https://doi.org/10.1007/s00603-016-0932-1
Zhou L, Zhu Z, Qiu H, Zhang X, Lang L (2018) Study of the effect of loading rates on crack propagation velocity and rock fracture toughness using cracked tunnel specimens. Int J Rock Mech Min Sci 112:25–34. https://doi.org/10.1016/j.ijrmms.2018.10.011
Zhou S, Zhuang X, Zhu H, Rabczuk T (2018) Phase field modelling of crack propagation, branching and coalescence in rocks. Theor Appl Fract Mech. https://doi.org/10.1016/j.tafmec.2018.04.011
Zhou Z, Lu J, Cai X (2020) Static and dynamic tensile behavior of rock-concrete bi-material disc with different interface inclinations. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2020.119424
Zhou Z, Lu J, Cai X, Rui Y, Tan L (2022) Water saturation effects on mechanical performances and failure characteristics of rock-concrete disc with different interface dip angles. Constr Build Mater. https://doi.org/10.1016/j.conbuildmat.2022.126684
Zhu J, Li Y, Peng Q, Deng X, Gao M, Zhang J (2021) Stress wave propagation across jointed rock mass under dynamic extension and its effect on dynamic response and supporting of underground opening. Tunn Undergr Sp Technol. https://doi.org/10.1016/j.tust.2020.103648
Acknowledgements
The authors gratefully acknowledge the financial support provided by the National Natural Science Foundation of China (Grant No. 42272321, 42162027), National Natural Science Foundation of China-Youth Found (Grant No.41902301), and Project of Decommissioning of Nuclear Facilities and Radioactive Waste Management. Sincere thanks are extended to Associate Professor Qinghua Lei from the Department of Earth Sciences at the Uppsala University, SWE, for his valuable theory assistance during the preparation of this manuscript.
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Wang, G., Liu, H., Zhang, J. et al. Understanding the effect of differential stress and fracture geometry on blast-induced damage in crystalline rocks: a numerical approach. Comp. Part. Mech. (2024). https://doi.org/10.1007/s40571-024-00722-1
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DOI: https://doi.org/10.1007/s40571-024-00722-1