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References
Alejano LR, Gómez-Márquez I, Martínez-Alegría R (2010) Analysis of a complex toppling-circular slope failure. Eng Geol 114(1):93–104. https://doi.org/10.1016/j.enggeo.2010.03.005
Boatwright J, Fletcher JB (1984) The partition of radiated energy between P and S waves. Bull Seismol Soc Am 74:361–376
Boore DM, Boatwright J (1984) Average body-wave radiation coefficients. Bull Seismol Soc Am 74(5):1615–1621
Bossart P, Trick T, Meier PM, Mayor JC (2004) Structural and hydrogeological characterisation of the excavation-disturbed zone in the Opalinus Clay (Mont Terri Project, Switzerland). Appl Clay Sci 26:429–448. https://doi.org/10.1016/j.clay.2003.12.018
Cai M, Kaiser PK, Martin CD (1999) A tensile model for the interpretation of microseismic events near underground openings. In: Talebi S (ed) Seismicity caused by mines, fluid injections, reservoirs, and oil extraction. Birkhäuser, Basel, pp 67–92
Cai M, Kaiser PK, Martin CD (2001) Quantification of rock mass damage in underground excavations from microseismic event monitoring. Int J Rock Mech Min Sci 38(8):1135–1145. https://doi.org/10.1016/S1365-1609(01)00068-5
Cai M, Morioka H, Kaiser PK, Tasaka Y, Kurose H, Minami M, Maejima T (2007) Back-analysis of rock mass strength parameters using AE monitoring data. Int J Rock Mech Min Sci 44:538–549. https://doi.org/10.1016/j.ijrmms.2006.09.012
Cundall PA (1988) Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks. Int J Rock Mech Min Sci Geomech Abstr 25:107–116. https://doi.org/10.1016/0148-9062(88)92293-0
Dai F, Li B, Xu NW, Fan YL, Zhang CQ (2016) Deformation forecasting and stability analysis of large-scale underground powerhouse caverns from microseismic monitoring. Int J Rock Mech Min 86:269–281. https://doi.org/10.1016/j.ijrmms.2016.05.001
Dai F, Li B, Xu NW, Zhu YG (2017) Microseismic early warning of surrounding rock mass deformation in the underground powerhouse of the Houziyan hydropower station, China. Tunn Undergr Sp Technol 62:64–74. https://doi.org/10.1016/j.tust.2016.11.009
Deluzarche R, Cambou B (2006) Discrete numerical modelling of rockfill dams. Int J Numer Anal Methods Geomech 30:1075–1096
Dong LJ, Li XB, Tang L, Gong FQ (2011) Mathematical functions and parameters for microseismic source location without pre-measuring speed. Chin J Rock Mech Eng 30:2057–2067 (in Chinese)
Dong LJ, Li XB, Xie GN (2014) Nonlinear methodologies for identifying seismic event and nuclear explosion using random forest, support vector machine, and naive bayes classification. Abstr Appl Anal 2014:459137
Dong LJ, Wesseloo J, Potvin Y, Li XB (2015) Discrimination of mine seismic events and blasts using the fisher classifier, naive bayesian classifier and logistic regression. Rock Mech Rock Eng 49:183–211. https://doi.org/10.1007/s00603-015-0733-y
Dong LJ, Wesseloo J, Potvin Y, Li XB (2016) Discriminant models of blasts and seismic events in mine seismology. Int J Rock Mech Min Sci 86:282–291. https://doi.org/10.1016/j.ijrmms.2016.04.021
Dong LJ, Sun DY, Li XB, Ma J, Zhang LY, Tong XJ (2018a) Interval nonprobabilistic reliability of surrounding jointed rockmass considering microseismic loads in mining tunnels. Tunn Undergr Sp Technol 81:326–335. https://doi.org/10.1016/j.tust.2018.06.034
Dong LJ, Zou W, Li XB, Shu WW, Wang ZW (2018b) Collaborative localization method using analytical and iterative solutions for microseismic/acoustic emission sources in the rockmass structure for underground mining. Eng Fract Mech 210:95–112. https://doi.org/10.1016/j.engfracmech.2018.01.032
ESG (2012) ESG hyperion software suite version 13.0 user’s guide, vol I. Engineering Seismology Group, Canada, pp 578–579
Gu DM, Huang D (2016) A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River, China. Eng Geol 208:165–180
Hudyma M, Potvin YH (2010) An engineering approach to seismic risk management in hardrock mines. Rock Mech Rock Eng 43:891–906. https://doi.org/10.1007/s00603-009-0070-0
Hudson JA, Feng XT (2007) Updated flowcharts for rock mechanics modelling and rock engineering design. Int J Rock Mech Min 44:174–195. https://doi.org/10.1016/j.ijrmms.2006.06.001
Hydro China Huadong Engineering Corporation (2013) Geological data of bidding documents reference of civil engineering and installation of metal structures of the left bank water diversionand power generation system in Baihetan Hydropower Station, Hangzhou (In Chinese)
ISRM (International Society for Rock Mechanics) (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368
Itasca Consulting Group (2008) 3-Dimensions particle flow code user's guide, version 4.0, Minneapolis, Minnesota
Itasca Consulting Group (2011) Universal distinct element code user's guide, version 5.0, Minneapolis, Minnesota
Itasca Consulting Group (2013) 3 Dimensional distinct element code user's guide, version 5.0, Minneapolis, Minnesota
Kaiser PK, Yazici S, Maloney S (2001) Mining-induced stress change and consequences of stress path on excavation stability-a case study. Int J Rock Mech Min 38:167–180. https://doi.org/10.1016/S1365-1609(00)00038-1
Li HB, Yang XG, Zhang XB, Zhou JW (2017) Deformation and failure analyses of large underground caverns during construction of the Houziyan Hydropower Station, Southwest China. Eng Fail Anal 80:164–185. https://doi.org/10.1016/j.engfailanal.2017.06.037
Li A, Xu NW, Dai F, Gu GK, Hu ZH, Liu Y (2018) Stability analysis and failure mechanism of the steeply inclined bedded rock masses surrounding a large underground opening. Tunn Undergr Sp Technol 77:45–58. https://doi.org/10.1016/j.tust.2018.03.023
Li A, Dai F, Xu NW, Gu GK, Hu ZH (2019) Analysis of a complex flexural toppling failure of large underground caverns in layered rock masses. Rock Mech Rock Eng 52(9):3157–3181. https://doi.org/10.1007/s00603-019-01760-5
Li A, Liu Y, Dai F, Liu K, Wei MD (2020) Continuum analysis of the structurally controlled displacements for large-scale underground caverns in bedded rock masses. Tunn Undergr Space Technol 97:103288. https://doi.org/10.1016/j.tust.2020.103288
Liu J, Liu FH, Kong XJ (2010) PFC numerical simulation of particle breakage of rock-fill dam. In: 12th biennial international conference on engineering, construction, and operations in challenging environments. ASCE, pp 2933–2940
Nitka M, Tejchman J, Kozicki J, Lesniewska D (2015) Dem analysis of micro-structural events within granular shear zones under passive earth pressure conditions. Granul Matter 17(3):325–343. https://doi.org/10.1007/s10035-015-0558-0
Shang J, Hencher SR, West LJ (2016) Tensile strength of geological discontinuities including incipient bedding, rock joints and mineral veins. Rock Mech Rock Eng 49(11):4213–4225. https://doi.org/10.1007/s00603-016-1041-x
Shang J, Duan K, Gui Y, Handley K, Zhao Z (2018a) Numerical investigation of the direct tensile behaviour of laminated and transversely isotropic rocks containing incipient bedding planes with different strengths. Comput Geotech 104:373–388. https://doi.org/10.1016/j.compgeo.2017.11.007
Shang J, Zhao Z, Ma S (2018b) On the shear failure of incipient rock discontinuities under cnl and cns boundary conditions: insights from dem modelling. Eng Geol 234:153–166. https://doi.org/10.1016/j.enggeo.2018.01.012
Tonon F, Amadei B (2002) Effect of elastic anisotropy on tunnel wall displacements behind a tunnel face. Rock Mech Rock Eng 35:141–160. https://doi.org/10.1007/s00603-001-0019-4
Xu NW, Dai F, Li B, Zhu YG, Zhao T, Yang DS (2017) Comprehensive evaluation of excavation-damaged zones in the deep underground caverns of the Houziyan hydropower station, Southwest China. Bull Eng Geol Environ 76:275–293. https://doi.org/10.1007/s10064-016-0858-6
Yan H, He F, Yang T, Li L, Zhang S, Zhang J (2016) The mechanism of bedding separation in roof strata overlying a roadway within a thick coal seam: a case study from the Pingshuo Coalfield, China. Eng Fail Anal 62:75–92. https://doi.org/10.1016/j.engfailanal.2015.12.006
Zhou YY, Feng XT, Xu DP, Fan QX (2016) Experimental investigation of the mechanical behavior of bedded rocks and its implication for high sidewall caverns. Rock Mech Rock Eng 49:3643–3669. https://doi.org/10.1007/s00603-016-1018-9
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The authors are grateful for the financial support from the National Natural Science Foundation of China (Grant Nos. 51879184 and 51679158).
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Hu, Z., Xu, N., Li, B. et al. Stability Analysis of the Arch Crown of a Large-Scale Underground Powerhouse During Excavation. Rock Mech Rock Eng 53, 2935–2943 (2020). https://doi.org/10.1007/s00603-020-02077-4
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