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Research Article

Theoretical unloading fracture mechanism and stability analysis of the slope rock masses in open-pit mines

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Article: 2274810 | Received 12 Sep 2023, Accepted 20 Oct 2023, Published online: 01 Nov 2023

References

  • Bao YD, Chen JP, Su LJ, Zhang W, Zhan JW. 2023. A novel numerical approach for rock slide blocking river based on the CEFDEM model: a case study from the Samaoding paleolandslide blocking river event. Eng Geol. 312(November):106949. doi: 10.1016/j.enggeo.2022.106949.
  • Chang ZG, Cai QX, Zhou W, Jiskani IM, Wang R. 2019. Effects of the loading and unloading conditions on crack propagation in high composite slope of deep open-pit mine. Adv Civ Eng. 2019:1–11. doi: 10.1155/2019/3168481.
  • Du K, Tao M, Li XB, Zhou J. 2016. Experimental study of slabbing and rockburst induced by true-triaxial unloading and local dynamic disturbance. Rock Mech Rock Eng. 49(9):3437–3453. doi: 10.1007/s00603-016-0990-4.
  • Duan GY, Li JL, Zhang JY, Assefa E, Sun XS. 2019. Mechanical properties and failure modes of rock specimens with specific joint geometries in triaxial unloading compressive test. Adv Mater Sci Eng. 2019:1–14. doi: 10.1155/2019/1340934.
  • Duan K, Ji YL, Wu W, Kwok CY. 2019. Unloading-induced failure of brittle rock and implications for excavation-induced strain burst. Tunnelling Underground Space Technol. 84(October):495–506. doi: 10.1016/j.tust.2018.11.012.
  • Fang K, Miao MH, Tang HM, Dong A, Jia SX, An PJ, Zhang BC, Tu JM. 2022. Model test on deformation and failure behaviour of arching-type slope under excavation condition. Eng Geol. 302(3):106628. doi: 10.1016/j.enggeo.2022.106628.
  • Feng F, Chen SJ, Li DY, Hu ST, Huang WP, Li B. 2019. Analysis of fractures of a hard rock specimen via unloading of central hole with different sectional shapes. Energy Sci Eng. 7(6):2265–2286. doi: 10.1002/ese3.432.
  • Ha QL. 1998. Loading and unloading rock masses mechanics. Chinese J Geol Eng. 20(1):114–114.
  • He MC, Miao JL, Feng JL. 2010. 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. doi: 10.1016/j.ijrmms.2009.09.003.
  • Huang D, Huang RQ. 2010. The physical model test of deformation failure and crack propagation evolution of fractured rock mass under unloading condition. Chinese J Rock Mech Eng. 29(3):502–512.
  • Huang D, Li YR. 2014. Conversion of strain energy in Triaxial unloading tests on marble. Int J Rock Mech Min Sci. 66:160–168. doi: 10.1016/j.ijrmms.2013.12.001.
  • Huang RQ, Huang D. 2014. Evolution of rock cracks under unloading condition. Rock Mech Rock Eng. 47(2):453–466. doi: 10.1007/s00603-013-0429-0.
  • Kemeny JM. 1991. A model for nonlinear rock deformation under compression due to subcritical crack growth. Int J Rock Mech Min Sci. 28(6):459–467. doi: 10.1016/0148-9062(91)91121-7.
  • Kong JM, Fayou A, Ni ZQ, Cui Y. 2011. Effects of excavation on deformation and failure of anti-dip slopes under the action of seismic load. AMM. 94-96:1864–1869. doi: 10.4028/www.scientific.net/AMM.94-96.1864.
  • Liang X, Tang SB, Tang CA, Hu LH, Chen F. 2023. Influence of water on the mechanical properties and failure behaviors of sandstone under triaxial compression. Rock Mech Rock Eng. 56(2):1131–1162. doi: 10.1007/s00603-022-03121-1.
  • Li B, Zhu YZ, Qi FZ, Yuan ZX. 2021. Failure of an under-dip shale slope and its response under excavation conditions. JER. 9(1):63–72. doi: 10.36909/jer.v9i1.8111.
  • Li G, Zhu C, He MC, Zuo YJ, Gong FQ, Xue YG, Feng GL. 2023. Intelligent method for parameters optimization of cable in soft rock tunnel base on longitudinal wave velocity. Tunnelling Underground Space Technol. 133:104905. doi: 10.1016/j.tust.2022.104905.
  • Li X-b, Chen Z-h, Weng L, Li C-j 2019. Unloading responses of pre-flawed rock specimens under different unloading rates. Trans Nonferrous Met Soc China. 29(7):1516–1526. doi: 10.1016/S1003-6326(19)65059-4.
  • Li X, Feng F, Li D, Du K, Ranjith PG, Rostami J. 2018. Failure characteristics of granite influenced by sample height-to-width ratios and intermediate principal stress under true-triaxial unloading conditions. Rock Mech Rock Eng. 51(5):1321–1345. doi: 10.1007/s00603-018-1414-4.
  • Li XJ, He PJ, Tang JH, Chen XD. 2021. Experimental and numerical studies on fracture characteristics of notched granite beams under cyclic loading and unloading. J Strain Anal Eng Design. 56(1):3–17. doi: 10.1177/0309324720923218.
  • Li XZ, Shao ZS. 2016. Investigation of macroscopic brittle creep failure caused by microcrack growth under step loading and unloading in rocks. Rock Mech Rock Eng. 49(7):2581–2593. doi: 10.1007/s00603-016-0953-9.
  • Liu QS, Deng PH. 2019. A numerical investigation of element size and loading/unloading rate for intact rock in laboratory-scale and field-scale based on the combined finite-discrete element method. Eng Fract Mech. 211(November):442–462. doi: 10.1016/j.engfracmech.2019.02.007.
  • Liu SL, Zhu QZ, Shao JF. 2020. Deformation and mechanical properties of rock: effect of hydromechanical coupling under unloading conditions. Bull Eng Geol Environ. 79(10):5517–5534. doi: 10.1007/s10064-020-01824-9.
  • Liu TY, Cao P, Zhang LF, Zhao YL, Fan X. 2012. Study of fracture damage evolution mechanism of compression-shear rock cracks under high seepage pressure. Rock Soil Mech. 7598(0972238):1801–1808. doi: 10.16285/j.rsm.2012.06.011.
  • Liu X, Suliman L, Zhou X, Wang J, Linfeng W, Elmageed AA. 2022. Settlement characteristic due to excavate parallel tunnels in a fill-rock slope: model test and numerical analysis. Rock Mech Rock Eng. 55(11):7125–7143. doi: 10.1007/s00603-022-02961-1.
  • Nie W, Wang WQ, Tao ZG, Zhu C, Chen Y. 2022. Numerical modeling of the NPR-cable and its applications for analysis of a slide-toe-toppling failure. Comput Geotech. 149(March):104852. doi: 10.1016/j.compgeo.2022.104852.
  • Niu WJ, Feng XT, Xiao YX, Feng GL, Yao ZB, Hu L. 2021. Identification of potential high-stress hazards in deep-buried hard rock tunnel based on microseismic information: a case study. Bull Eng Geol Environ. 80(2):1265–1285. doi: 10.1007/s10064-020-01973-x.
  • Qu M, Dang FN. 2022. Numerical analysis of instability mechanism of a high slope under excavation unloading and rainfall. Appl Sci (Switzerland). 12(16):7990. doi: 10.3390/app12167990.
  • Tang SB, Li JM, Ding S, Zhang LT. 2022. The influence of water-stress loading sequences on the creep behavior of granite. Bull Eng Geol Environ. 81(11):1–15. doi: 10.1007/s10064-022-02987-3.
  • Tao ZG, Geng Q, Zhu C, He MC, Cai H, Pang SH, Meng XZ. 2019. The mechanical mechanisms of large-scale toppling failure for counter-inclined rock slopes. J Geophys Eng. 16(3):541–558. doi: 10.1093/jge/gxz020.
  • Ren FQ, Zhu C, He MC, Shang JL, Feng GL, Bai JW. 2023. Characteristics and precursor of static and dynamic triggered rockburst: insight from multifractal. Rock Mech Rock Eng. 56(3):1945–1967. doi: 10.1007/s00603-022-03173-3.
  • Wang JM, Chen ZH, Zhang LF. 2020. Unloading-induced crack propagation of two collinear unequal length flaws in brittle rocks. Geofluids. 2020:1–18. doi: 10.1155/2020/9385749.
  • Wang LG, Xi YH, Liu XF, Zhao GC. 2015. Analysis on stress state adjustment and collapse of rock slope subject to seismic loads. Tumu Gongcheng Xuebao/China Civil Eng J. 48(12):109–115. doi: 10.15951/j.tmgcxb.2015.12.015.
  • Wu LL, He KQ, Guo L, Sun LN. 2022. Analysis of stability law and optimization of slope angle during excavation of deep concave mine slope. PLoS One. 17(7):e0271700. doi: 10.1371/journal.pone.0271700.
  • Wang JM, Zhou ZH, Chen C, Wang H, Chen ZH. 2023. Failure mechanism and stability analysis of an open-pit slope under excavation unloading conditions. Front Earth Sci. 11:1–11 doi: 10.3389/feart.2023.1109316.
  • Xie HP, Ju Y, Gao F, Gao MZ, Zhang R. 2017. Groundbreaking theoretical and technical conceptualization of fluidized mining of deep underground solid mineral resources. Tunnelling Underground Space Technol. 67(1):68–70. doi: 10.1016/j.tust.2017.04.021.
  • Xu H, Feng XT, Yang CX, Zhang XW, Zhou YY, Wang ZF. 2019. Influence of initial stresses and unloading rates on the deformation and failure mechanism of Jinping marble under true triaxial compression. Int J Rock Mech Min Sci. 117(March):90–104. doi: 10.1016/j.ijrmms.2019.03.013.
  • Yang HQ, Zeng YY, Lan YF, Zhou XP. 2014. Analysis of the excavation damaged zone around a tunnel accounting for geostress and unloading. Int J Rock Mech Min Sci. 69:59–66. doi: 10.1016/j.ijrmms.2014.03.003.
  • Yang HT, Lin H, Chen YF, Wang YX, Zhao YL, Yong WX, Gao F. 2022. Influence of wing crack propagation on the failure process and strength of fractured specimens. Bull Eng Geol Environ. 81(1):1–19. doi: 10.1007/s10064-021-02550-6.
  • Yang HT, Lin HL, Wang YX, Cao RH, Li JT, Zhao YL. 2021. Investigation of the correlation between crack propagation process and the peak strength for the specimen containing a single pre-existing flaw made of rock-like material. Archiv Civil Mech Eng. 21(68):1–21. doi: 10.1007/s43452-021-00175-w.
  • Yang YZ, Zhang ZN. 2020. Dynamic fracturing process of fissured rock under abrupt unloading condition: a numerical study. Eng Fract Mech. 231(December):107025. doi: 10.1016/j.engfracmech.2020.107025.
  • Yin Q, Zhu C, Wu J, Pu H, Wang Q, Zhang Y, Jing H, Deng T. 2023. Shear sliding of rough-walled fracture surfaces under unloading normal stress. J Rock Mech Geotech Eng. 15(10):2658–2675. doi: 10.1016/j.jrmge.
  • Zhang K, Tan P, Ma GW, Cao P. 2016. Modeling of the progressive failure of an overhang slope subject to differential weathering in Three Gorges Reservoir, China. Landslides. 13(5):1303–1313. doi: 10.1007/s10346-015-0672-4.
  • Zhang X, Lin H, Qin JX, Cao RH, Ma SW, Hu HH. 2022. Numerical analysis of microcrack propagation characteristics and influencing factors of serrated structural plane. Materials (Basel). 15(15):5287. doi: 10.3390/ma15155287.
  • Zhao GY, Dai B, Dong LJ, Yang C. 2015. Energy conversion of rocks in process of unloading confining pressure under different unloading paths. Trans Nonferrous Metals Soc China (English Ed) 25(5):1626–1632. doi: 10.1016/S1003-6326(15)63767-0.
  • Zhao XG, Wang J, Cai M, Cheng C, Ma LK, Su R, Zhao F, Li DJ. 2014. Influence of unloading rate on the strainburst characteristics of beishan granite under true-triaxial unloading conditions. Rock Mech Rock Eng. 47(2):467–483. doi: 10.1007/s00603-013-0443-2.
  • Zhao YY, Zhang G. 2020. Centrifuge modeling of soil slopes overlying bedrock under excavation conditions. Soils Found. 60(4):886–897. doi: 10.1016/j.sandf.2020.06.009.
  • Zhong Z, Huang D, Zhang YF, Ma GW. 2020. Experimental study on the effects of unloading normal stress on shear mechanical behaviour of sandstone containing a parallel fissure pair. Rock Mech Rock Eng. 53(4):1647–1663. doi: 10.1007/s00603-019-01997-0.
  • Zhou ZH, Chen ZH. 2019. Parallel offset crack interactions in rock under unloading conditions. Adv Mater Sci Eng. 2019:1–18. doi: 10.1155/2019/1430624.
  • Zhu C, He MC, Karakus M, Cui XB, Tao ZG. 2020. Investigating toppling failure mechanism of anti-dip layered slope due to excavation by physical modelling. Rock Mech Rock Eng. 53(11):5029–5050. doi: 10.1007/s00603-020-02207-y.
  • Zhu C, Xu Y, Wu Y, He M, Zhu C, Meng Q, Lin Y. 2022. A hybrid artificial bee colony algorithm and support vector machine for predicting blast-induced ground vibration. Earthq Eng Eng Vib. 21(4):861–876. doi: 10.1007/s11803-022-2125-0.
  • 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(1):186–194. doi: 10.1016/j.ijrmms.2019.01.003.
  • Zhu C, He MC, Jiang B, Qin XZ, Yin Q, Zhou Y. 2021. Numerical investigation on the fatigue failure characteristics of water-bearing sandstone under cyclic loading. J Mt Sci. 18(12):3348–3365. doi: 10.1007/s11629-021-6914-0.