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Research Article

Formation of pit lake and slope stability following mine closure: a case study of Fushun West Open-pit Mine

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Article: 2340612 | Received 26 Feb 2024, Accepted 03 Apr 2024, Published online: 11 Apr 2024

References

  • Al Heib M, Varouchakis EA, Galetakis M, Renaud V, Burda J. 2023. A framework for assessing hazards related to pit lakes: application on European case studies. Environ Earth Sci. 82(14):365. doi:10.1007/s12665-023-11045-4.
  • Blanchette ML, Lund MA. 2016. Pit lakes are a global legacy of mining: an integrated approach to achieving sustainable ecosystems and value for communities. Curr Opinion Environ Sustain. 23:28–34. doi:10.1016/j.cosust.2016.11.012.
  • Bozan C, Wallis I, Cook PG, Dogramaci S. 2022. Groundwater-level recovery following closure of open-pit mines. Hydrogeol J. 30(6):1819–1832. doi:10.1007/s10040-022-02508-2.
  • Bruyn I, Prado D, Mylvaganam J, Walker D. 2019. Geotechnical considerations for the stability of open pit excavations at mine closure: some scenarios. 13th International Conference on Mine Closure; Perth. doi:10.36487/ACG_rep/1915_19_de_Bruyn.
  • Cui F, Li B, Xiong C, Yang Z, Peng J, Li J, Li H. 2022. Dynamic triggering mechanism of the Pusa mining-induced landslide in Nayong County, Guizhou Province, China. Geomatics Nat Hazards Risk. 13(1):123–147. doi:10.1080/19475705.2021.2017020.
  • Delgado-Martin J, Juncosa-Rivera R, Falcón-Suárez I, Canal-Vila J. 2013. Four years of continuous monitoring of the Meirama end-pit lake and its impact in the definition of future uses. Environ Sci Pollut Res Int. 20(11):7520–7533. doi:10.1007/s11356-013-1618-9.
  • Diersch H-JG. 2014. FEFLOW: finite element modeling of flow, mass and heat transport in porous and fractured media. Berlin, Germany: Springer. doi:10.1007/978-3-642-38739-5.
  • East D, Fernandez R. 2021. Managing water to minimize risk in tailings storage facility design, construction, and operation. Mine Water Environ. 40(1):36–41. doi:10.1007/s10230-020-00720-8.
  • Elzen M d, Fekete H, Höhne N, Admiraal A, Forsell N, Hof AF, Olivier JGJ, Roelfsema M, van Soest H. 2016. Greenhouse gas emissions from current and enhanced policies of China until 2030: can emissions peak before 2030? Energy Policy. 89:224–236. doi:10.1016/j.enpol.2015.11.030.
  • Gao Y, Li J, Yang T, Deng W, Wang D, Cheng H, Ma K. 2023. Stability analysis of a deep and large open pit based on fine geological modeling and large-scale parallel computing: a case study of Fushun West Open-pit Mine. Geomatics Nat Hazards Risk. 14(1):2266663. doi:10.1080/19475705.2023.2266663.
  • He R-J, Jiang N, Zhang K, Zhao L, Zhou J-w 2024. Susceptibility assessment method for reservoir landslides considering the effect of reservoir impoundment. Geomatics Nat Hazards Risk. 15(1):2302563. doi:10.1080/19475705.2024.2302563.
  • Huang R. 2012. Mechanisms of large-scale landslides in China. Bull Eng Geol Environ. 71(1):161–170. doi:10.1007/s10064-011-0403-6.
  • Jia Z, Lin B. 2021. How to achieve the first step of the carbon-neutrality 2060 target in China: the coal substitution perspective. Energy. 233:121179. doi:10.1016/j.energy.2021.121179.
  • Li H, Gao D, Wu J, Zhao D, Zhang L. 2021. Determination method of water gushing runoff zones in the open pit mining area. Bull Eng Geol Environ. 80(5):3953–3971. doi:10.1007/s10064-021-02186-6.
  • Li J, Gao Y, Yang T, Zhang P, Deng W, Liu F. 2023a. Effect of water on the rock strength and creep behavior of green mudstone. Geomech Geophys Geo-Energ Geo-Resour. 9(1):101. doi:10.1007/s40948-023-00638-9.
  • Li J, Gao Y, Yang T, Zhang P, Zhao Y, Deng W, Liu H, Liu F. 2023b. Integrated simulation and monitoring to analyze failure mechanism of the anti-dip layered slope with soft and hard rock interbedding. Int J Min Sci Technol. 33(9):1147–1164. doi:10.1016/j.ijmst.2023.06.006.
  • Liu F, Yang K, Yang T, Gao Y, Li J, Liu Q, Fu Q. 2022. Pumped storage hydropower in an abandoned open-pit coal mine: slope stability analysis under different water levels. Front Earth Sci. 10:1–12. doi:10.3389/feart.2022.941119.
  • Liu Z, Deng Z, He G, Wang H, Zhang X, Lin J, Qi Y, Liang X. 2021. Challenges and opportunities for carbon neutrality in China. Nat Rev Earth Environ. 3(2):141–155. doi:10.1038/s43017-021-00244-x.
  • Lu P, Zhou L, Cheng S, Zhu X, Yuan T, Chen D, Feng Q. 2020. Main challenges of closed/abandoned coal mine resource utilization in China. Energy Sources Part A. 42(22):2822–2830. doi:10.1080/15567036.2019.1618992.
  • Lv X, Wang Z, Wang J. 2014. Seepage–damage coupling study of the stability of water-filled dump slope. Eng Anal Boundary Elem. 42:77–83. doi:10.1016/j.enganabound.2013.08.010.
  • Ma Q, Liu X, Tan Y, Elsworth D, Shang J, Song D, Liu X, Yan F. 2023. Numerical study of mechanical properties and microcrack evolution of double-layer composite rock specimens with fissures under uniaxial compression. Eng Fract Mech. 289:109403. doi:10.1016/j.engfracmech.2023.109403.
  • Maliva RG. 2016. Aquifer characterization techniques. Cham, Switzerland: Springer. doi:10.1007/978-3-319-32137-0.
  • Marinelli F, Niccoli WL. 2000. Simple Analytical Equations for Estimating Ground Water Inflow to a Mine Pit. Groundwater. 38(2):311–314. doi:10.1111/j.1745-6584.2000.tb00342.x.
  • McCullough CD, Vandenberg J. 2020. Studying mine pit lake systems across multiple scales. Mine Water Environ. 39(2):173–194. doi:10.1007/s10230-020-00678-7.
  • Nian G, Chen Z, Bao M, Zhang L, Zhou Z. 2022. Rainfall infiltration boundary conditions and stability of a fractured-rock slope based on a dual-continuum model. Hydrogeol J. 30(3):829–847. doi:10.1007/s10040-022-02468-7.
  • Peng M, Ma C-Y, Chen H-X, Zhang P, Zhang L-M, Jiang M-Z, Zhang Q-Z, Shi Z-M. 2021. Experimental study on breaching mechanisms of landslide dams composed of different materials under surge waves. Eng Geol. 291:106242. doi:10.1016/j.enggeo.2021.106242.
  • Read J, Beale G. 2013. Guidelines for evaluating water in pit slope stability. Collingwood, Australia: CSRIO Publishing. doi:10.1071/9780643108363.
  • Read J, Stacey P. 2009. Guidelines for Open Pit Slope Design. Leiden, Netherlands: CSRIO Publishing. doi:10.1071/9780643101104.
  • Renaud V, Al Heib M, Burda J. 2022. 3D large-scale numerical model of open-pit lake slope stability—case study of Lake Most. Bull Eng Geol Environ. 81(7):282. doi:10.1007/s10064-022-02771-3.
  • Soni A, Mishra B, Singh S. 2014. Pit lakes as an end use of mining: a review. J Mining Environ. 5(2):99–111. doi:10.22044/JME.2014.326.
  • State Council of the PRC. 2013. The national sustainable development plan for resource-based cities (2013–2020). [accessed]. https://www.gov.cn/zwgk/2013-12/03/content_2540070.htm.
  • Sun S, Liu L, Hu J, Ding H. 2022. Failure characteristics and mechanism of a rain-triggered landslide in the northern longwall of Fushun west open pit, China. Landslides. 19(10):2439–2458. doi:10.1007/s10346-022-01926-3.
  • Unsal B, Yazicigil H. 2016. Assessment of open pit dewatering requirements and pit lake formation for the Kışladağ gold mine, Uşak, Turkey. Mine Water Environ. 35(2):180–198. doi:10.1007/s10230-015-0345-5.
  • Wang Z, Liu B, Han Y, Wang J, Yao B, Zhang P. 2020. Stability of inner dump slope and analytical solution based on circular failure: illustrated with a case study. Comput Geotech. 117:103241. doi:10.1016/j.compgeo.2019.103241.
  • Xia M, Dong S, Chen Y, Liu H. 2021. Study on evolution of groundwater-lake system in typical prairie open-pit coal mine area. Environ Geochem Health. 43(10):4075–4087. doi:10.1007/s10653-021-00890-6.
  • Xu T, Tang C-a, Zhao J, Li L, Heap MJ. 2012. Modelling the time-dependent rheological behaviour of heterogeneous brittle rocks. Geophys J Int. 189(3):1781–1796. doi:10.1111/j.1365-246X.2012.05460.x.
  • Xu T, Xu Q, Deng M, Ma T, Yang T, Tang C-a. 2014. A numerical analysis of rock creep-induced slide: a case study from Jiweishan Mountain, China. Environ Earth Sci. 72(6):2111–2128. doi:10.1007/s12665-014-3119-7.
  • Yang TH, Xu T, Liu HY, Zhang CM, Wang SY, Rui YQ, Shen L. 2014. Rheological characteristics of weak rock mass and effects on the long-term stability of slopes. Rock Mech Rock Eng. 47(6):2253–2263. doi:10.1007/s00603-013-0527-z.
  • Yang Z, Lv J, ZHu J. 2003. Relation between stability of inner dump and rainfall in Fushun west open-pit coal mine. Opencast Mining. Technology(4):11–13. (in chinese). doi:10.3969/j.issn.1671-9816.2003.04.006.
  • Yu J, Li J, Zhang W. 2019. Identification and classification of resource-based cities in China. J Geogr Sci. 29(8):1300–1314. doi:10.1007/s11442-019-1660-8.
  • Yuan Y, Xu T, Heap MJ, Meredith PG, Yang T, Zhou G. 2021. A three-dimensional mesoscale model for progressive time-dependent deformation and fracturing of brittle rock with application to slope stability. Comput Geotech. 135:104160. doi:10.1016/j.compgeo.2021.104160.
  • Zhang B, Zheng X, Zheng T, Xin J, Sui S, Zhang D. 2019. The influence of slope collapse on water exchange between a pit lake and a heterogeneous aquifer. Front Environ Sci Eng. 13(2):20. doi:10.1007/s11783-019-1104-9.
  • Zhao L, Ren T, Wang N. 2017. Groundwater impact of open cut coal mine and an assessment methodology: a case study in NSW. Int J Min Sci Technol. 27(5):861–866. doi:10.1016/j.ijmst.2017.07.008.
  • Zhou A, Hu J, Wang K. 2020. Carbon emission assessment and control measures for coal mining in China. Environ Earth Sci. 79(19):461. doi:10.1007/s12665-020-09189-8.
  • Zhou J-w, Xu F-g, Yang X-g, Yang Y-c, Lu P-y. 2016. Comprehensive analyses of the initiation and landslide-generated wave processes of the 24 June 2015 Hongyanzi landslide at the Three Gorges Reservoir, China. Landslides. 13(3):589–601. doi:10.1007/s10346-016-0704-8.