Abstract
To investigate the mechanical behaviors of failure and rockburst proneness of fractured rock mass during excavation unloading under high in-situ stress. Triaxial loading and unloading tests of fractured rock samples with different dip angles under different stress paths were conducted, and mechanisms inducing catastrophic effects of deeply buried fractured granite were discussed from the perspectives of mechanical characteristics of failure and energy evolution. The results imply that failure modes of fractured granite under triaxial loading and unloading are mainly dominated by shear failure. Coplanar cracks produced by granite under unloading generally often are composite tensile-shear cracks, which show more significant brittle failure. Under loading and unloading, the energy storage limit Uem of rock first decreases, then increases with the increase of the dip angle of fractures. When the dip angle of prefabricated fractures is closer to the fracture angle of the intact rock mass, the energy storage limit is smaller and shows an increasing linear relationship with the unloading ratio. The rate of change of elastic strain energy in fractured rock under triaxial loading suddenly increases more frequently. The elastic energy release rate δ was defined to evaluate the rockburst proneness of deeply buried fractured granite under loading and unloading. Under unloading, the elastic energy release rate δ of rock is slightly affected by changes of the dip angle; the elastic strain energy in the rock is rapidly released, greatly increasing the rockburst proneness.
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References
Bahaaddini M, Sharrock G, Hebblewhite BK (2013) Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression. Comput Geotech 49(4):206–225
Chen W, Konietzky H, Tan X, Fruhwirt T (2016) Pre-failure damage analysis for brittle rocks under triaxial compression. Comput Geotech 74(4):45–55
Deng Y, Chen M, Jin Y, Zou D (2016) Theoretical analysis and experimental research on the energy dissipation of rock crushing based on fractal theory. J Nat Gas Sci Eng 33:231–239
Faradonbeha RS, Taheria A, Sousabc LRE, Karakus M (2020) Rockburst assessment in deep geotechnical conditions using true-triaxial tests and data-driven approaches. Int J Rock Mech Min Sci 128:104279
Feng GL, Feng XT, Chen BR, Xiao YX, Xiao YZ, Liu GF, Zhang W, Hu L (2020) Characteristics of microseismicity during breakthrough in deep tunnels: case study of Jinping-II Hydropower Station in China. Int J Geomech 20(2):4019163
Ghasemi M, Corkum AG, Gorrell GA (2021) Ground surface rock buckling: analysis of collected cases and failure mechanisms. B Eng Geol Envion 80:4255–4276
He MC, Miao JL, Feng JL (2009) Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions. Int J Rock Mech Min Sci 47(2):286–298
He MC, Li JY, Ren FQ, Liu DQ (2021) Experimental investigation on rockburst ejection velocity of unidirectional double-face unloading of sandstone with different bedding angles. Chin J Rock Mech Eng 40(03):433–447
Hogan JD, Rogers RJ, Spray JG, Boonsue S (2011) Dynamic fragmentation of granite for impact energies of 6–28J. Eng Fract Mech 79:103–125
Huang RQ, Huang D (2014) Evolution of rock cracks under unloading condition. Rock Mech Rock Eng 47(2):453–466
Huang D, Gu DM, Yang C, Huang RQ, Fu GY (2016) Investigation on mechanical behaviors of sandstone with two preexisting flaws under triaxial compression. Rock Mech Rock Eng 49(2):375–399
Huang D, Guo YQ, Cen DF, Zhong Z, Song YX (2020) Experimental investigation on shear mechanical behavior of sandstone containing a pre-existing flaw under unloading normal stress with constant shear stress. Rock Mech Rock Eng 53:3779–3792
Lei RD, Zhang ZY, Berto F, Ranjith PG, Liu L (2020) Cracking process and acoustic emission characteristics of sandstone with two parallel filled-flaws under biaxial compression. Eng Fract Mech 237:107253
Li SP, Duan B (2016) The highest dam in the world under construction: the Shuangjiangkou core-wall rockfill dam. Eng 2(3):274–275
Li YR, Huang D, Li X (2014) Strain rate dependency of coarse crystal marble under uniaxial compression: strength, deformation and strain energy. Rock Mech Rock Eng 47(4):1153–1164
Li CM, Liu N, Liu WR, Feng RM (2021) Study on characteristics of energy storage and acoustic emission of rock under different moisture content. Sustain 13(3):1041–1056
Luo Y, Gong HL, Xu K, Pei CH, Wei XQ, Li XP (2022) Progressive failure characteristics and energy accumulation of granite with a pre-fabricated fracture during conventional triaxial loading. Theor Appl Fract Mech 118:103219
Martin CD (1997) Seventeenth canadian geotechnical colloquium: the effect of cohesion loss and stress path on brittle rock strength. NRC Res Press Ottawa, Canada 34(5):698–725
Oh SW, Min GJ, Park SW, Kim MS, Cho SH (2019) Anisotropic influence of fracture toughness on loading rate dependency for granitic rocks. Eng Fract Mech 221:10667
Qin T, Duan YW, Sun HR, Wang L, Liu HL (2020) Mechanical characteristics and energy dissipation characteristics of sandstone under triaxial stress conditions. J Chin Coal Soc 45:255–262
Sujatha V, Chandra Kishen JM (2003) Energy release rate due to friction at bimaterial interface in dams. J Eng Mech 129(7):793–800
Tarasov B, Potvin Y (2013) Universal criteria for rock brittleness estimation under triaxial compression. Int J Rock Mech Min Sci 59:57–69
Tarasov BG, Stacey TR (2017) Features of the energy balance and fragmentation mechanisms at spontaneous failure of class I and class II rocks. Rock Mech Rock Eng 50(10):2563–2584
Walton G, Alejano LR, Arzua J, Markley T (2018) Crack damage parameters and dilatancy of artificially jointed granite samples under triaxial compression. Rock Mech Rock Eng 51(6):1637–1656
Wang QS, Chen JX, Guo JQ, Luo YB, Wang HY, Liu Q (2019) Acoustic emission characteristics and energy mechanism in karst limestone failure under uniaxial and triaxial compression. B Eng Geol Envion 78(3):1427–1442
Wang JC, Chen GQ, Xiao YX, Li SJ, Chen Y, Qiao ZB (2021) Effect of structural planes on rockburst distribution: case study of a deep tunnel in Southwest China. Eng Geol 292:106250
Xie HP, Ju Y, Li LY (2005) Criteria for strength and structural failure of rocks based on energy dissipation and energy release principles. Chin J Rock Mech Eng 24(17):3003–3010
Xue RX, Liang ZZ, Xu NW, Dong LL (2020) Rockburst prediction and stability analysis of the access tunnel in the main powerhouse of a hydropower station based on microseismic monitoring. Int J Rock Mech Min Sci 126:104174
Yan J, He C, Wang B, Meng W, Wu FY (2019) Inoculation and characters of rockbursts in extra-long and deep-lying tunnels located on Yarlung Zangbo suture. Chin J Rock Mech Eng 38(04):769–781
Yang SQ, Liu XR, Jing HW (2013) Experimental investigation on fracture coalescence behavior of red sandstone containing two unparallel fissures under uniaxial compression. Int J Rock Mech Min Sci 63:82–92
Yin TB, Li Q, Li XB (2019) Experimental investigation on mode I fracture characteristics of granite after cyclic heating and cooling treatments. Eng Fract Mech 222:106740
Zhai SB, Su G, Yin SD, Zhao B, Yan LB (2020) Rockburst characteristics of several hard brittle rocks: a true triaxial experimental study. J Rock Mech Geotech Eng 12(02):279–296
Zhang Y, Feng XT, Zhang XW, Wang ZF, Sharifzadeh M, Yang CX, Kong R, Zhao J (2019) Strain energy evolution characteristics and mechanisms of hard rocks under true triaxial compression. Eng Geol 260:105222
Zhang QY, Li F, Duan K, Yu GY, Cheng L, Gao X (2021a) Experimental investigation on splitting failure of high sidewall cavern under three-dimensional high in-situ stress. Tunn Undergr Sp Tech 108:103725
Zhang LM, Cong Y, Meng FZ, Wang ZQ, Zhang P, Gao S (2021b) Energy evolution analysis and failure criteria for rock under different stress paths. Acta Geotech 16(2):569–580
Zheng QS, Liu EL, Sun P, Liu MX, Yu D (2020) Dynamic and damage properties of artificial jointed rock samples subjected to cyclic triaxial loading at various frequencies. Int J Rock Mech Min Sci 128:104243
Zhou YX, Xia K, Li XB, Li HB, Ma GW, Zhao J, Zhou ZL, Dai F (2011) Suggested methods for determining the dynamic strength parameters and mode-I fracture toughness of rock materials. Int J Rock Mech Min Sci 49:105–112
Zhou H, Meng FZ, Zhang CQ, Xu RC, Lu JJ (2014) Quantitative evaluation of rock brittleness based on stress-strain curve. Chin J Rock Mech Eng 33(06):1114–1122
Zhu TT, Huang D (2019) Experimental investigation of the shear mechanical behavior of sandstone under unloading normal stress. Int J Rock Mech Min Sci 114:186–194
Acknowledgements
This work was supported by the National Natural Science Foundation of China (Grant No. 51979208), the Hubei Provincial Natural Science Foundation for Distinguished Young Scholars (Grant No. 2020CFA102), the Hainan Natural Science Foundation Innovation Research team project (Grant No. 521CXTD444), the Sanya Yazhou Bay Science and Technology City Administration Scientific research project (Grant No. SKJC-KJ-2019KY02).
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Gong, H., Luo, Y., Xu, K. et al. Mechanical characteristics of failure and rockburst proneness of fractured granite from Shuangjiangkou hydropower station under triaxial loading and unloading. Bull Eng Geol Environ 82, 256 (2023). https://doi.org/10.1007/s10064-023-03281-6
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DOI: https://doi.org/10.1007/s10064-023-03281-6