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A comprehensive designation of tailings storage dams - a case study of the Sangan Iron Mine project in Iran

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Tailings storage dams are considered to be one of the most essential facilities in mining projects. In metal mines, after blasting the rocks, the blasted ore is transferred to specific industrial plants for processing operations. During such operations, a large amount of pollutant tailings are inevitably generated. Those tailings must be safely stored in previously constructed storage dams. In this research, a storage dam has been designed to store the tailings of the Iranian Sangan Iron Mine project. The geometry and capacity of the dam were designed to minimize the construction works and to maintain the stability of the facility. To assess the stability of the proposed storage dam, a numerical analysis was performed for both static and dynamic loading conditions. The results showed that the embankment is stable under these two different loading conditions. Hence, the proposed design can be successfully adopted for the construction of a tailings storage dam in the project. In addition, the methodology presented in this research can be used by geotechnic engineers to design safe tailings storage dams in mining projects.
Rocznik
Strony
5--10
Opis fizyczny
Bibliogr. 27 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Mining, Amirkabir University of Technology, Tehran, Iran
  • AGH University of Science and Technology, 30-059 Krakow, Poland, Faculty of Drilling, Oil and Gas, Department of Drilling and Geoengineering
Bibliografia
  • [1] Stefaniak K., Wróżyńska M.: On possibilities of using global monitoring in effective prevention of tailings storage facilities failures. Environmental Science and Pollution Research, vol. 25, 2018, pp. 5280–5297. https://doi.org/10.1007/s11356-017-0995-x.
  • [2] Chattopadhyay S., Chattopadhyay D.: Coal and other mining operations: role of sustainability, [in:] Malhotra R. (Ed.), Fossil Energy, 2nd ed. Encyclopedia of Sustainability Science and Technology Series, Springer, New York 2020, pp. 333–356. https://doi.org/10.1007/978-1-4939-9763-3_864.
  • [3] Armstrong M., Petter R., Petter C.: Why have so many tailings dams failed in recent years? Resources Policy, vol. 63, 2019, 101412. https://doi.org/10.1016/j.resourpol.2019.101412.
  • [4] Hatje V., Pedreira R.M.A., de Rezende C.E., Schettini C.A.F., de Souza G.C., Marin D.C., Hackspacher P.C.: The environmental impacts of one of the largest tailing dam failures worldwide. Scientific Reports, vol. 7, 2017, 10706. https://doi.org/10.1038/s41598-017-11143-x.
  • [5] Lèbre É., Corder G.D., Golev A.: Sustainable practices in the management of mining waste: A focus on the mineral resource. Minerals Engineering, vol. 107, 2107, pp. 34–42. https://doi.org/10.1016/j.mineng.2016.12.004.
  • [6] Aghili S., Vaezihir A., Hosseinzadeh M.: Distribution and modeling of heavy metal pollution in the sediment and water mediums of Pakhir River, at the downstream of Sungun mine tailing dump, Iran. Environmental Earth Sciences, vol. 77, 2018, 128. https://doi.org/10.1007/s12665-018-7283-z.
  • [7] Azam S., Li Q.: Tailings dam failures: a review of the last one hundred years. Geotechnical News, vol. 28(4), 2010, pp. 50–54.
  • [8] Rico M., Benito G., Salgueiro A.R., Díez-Herrero A., Pereira H.G.: Reported tailings dam failures: a review of the European incidents in the worldwide context. Journal of Hazardous Materials, vol. 152(2), 2008, pp. 846–852. https://doi.org/10.1016/j.jhazmat.2007.07.050.
  • [9] Lyu Z., Chai J., Xu Z., Qin Y., Cao J.: A comprehensive review on reasons for tailings dam failures based on case history. Advances in Civil Engineering, 2019, 4159306. https://doi.org/10.1155/2019/4159306.
  • [10] Davies M.P.: Tailings impoundment failures: are geotechnical engineers listening? Geotechnical News, vol. 20(3), 2002, pp. 31–36.
  • [11] Kossoff D., Dubbin W.E., Alfredsson M., Edwards S.J., Macklin M.G., Hudson-Edwards K.A.: Mine tailings dams: Characteristics, failure, environmental impacts, and remediation. Applied Geochemistry, vol. 51, 2014, pp. 229–245. https://doi.org/10.1016/j.apgeochem.2014.09.010.
  • [12] Geppetti A., Facciorusso J., Madiai C.: Tailings dams numerical models: A review, [in:] Proceedings of the 7th World Congress on Civil, Structural, and Environmental Engineering (CSEE’22), Avestia Publishing, 2022, pp. 1–7. https://doi.org/10.11159/icgre22.241.
  • [13] Harper T.G., McLeod H.N., Davies M.P.: Seismic assessment of tailings dams. Civil Engineering, vol. 62(12), 1992, pp. 64–66.
  • [14] Ansari: Summary Report on Groundwater Exploration in Sangan Iron Ore Area. July 1992.
  • [15] Ansari: Hydrogeological Studies within areas of erecting Tailings Dams of Sangan Iron Ore Mines. February 1993.
  • [16] Day R.W.: Geotechnical and Foundation Engineering: Design and Construction. McGraw-Hill Professional, 1999.
  • [17] Vick S.G.: Planning, Design, and Analysis of Tailings Dams. BiTech Publishers, Richmond, Canada 1990.
  • [18] Makdisi F.I., Seed H.B.: Simplified procedure for estimating dam and embankment earthquake-induced deformations. Journal of the Geotechnical Engineering Division, vol. 104(7), 1978, pp. 849–867. https://doi.org/10.1061/AJGEB6.0000668.
  • [19] Zardari M.A., Mattsson H., Knutsson S.: Numerical modelling for stability of tailings dams. Conference paper presented at the Grundläggningsdagen 2013. http://ltu.diva-portal.org/smash/get/diva2:1010447/FULLTEXT01.pdf.
  • [20] Ishihara K., Ueno K., Yamada S., Yasuda S., Yoneoka T.: Breach of a tailings dam in the 2011 earthquake in Japan. Soil Dynamics and Earthquake Engineering, vol. 68, 2015, pp. 3–22. https://doi.org/10.1016/j.soildyn.2014.10.010.
  • [21] Chakraborty D., Choudhury D.: Seismic behavior of tailings dam using FLAC3D, [in:] Han J., Alzamora D.A. (eds.), Geo-Frontiers 2011: Advances in Geotechnical Engineering (GSP 211): Dallas, Texas, USA, 13–16 March 2011, Geotechnical Special Publication, no. 211, American Society of Civil Engineers, Reston 2011, pp. 3138–3147. https://doi.org/10.1061/41165(397)321.
  • [22] Meisheng F., Laigui W.: A tailings dam dynamic stability study based on numerical simulation, [in:] 2011 International Conference on Consumer Electronics, Communications and Networks: (CECNet 2011); Xianning, China, 16-18 April, IEEE, Piscataway 2011, pp. 1002–1005. https://doi.org/10.1109/CECNET.2011.5769336.
  • [23] Wang T., Zhou Y., Lv, Q., Zhu Y., Jiang C.: A safety assessment of the new Xiangyun phosphogypsum tailings pond. Minerals Engineering, vol. 24(10), 2011, pp. 1084–1090. https://doi.org/10.1016/j.mineng.2011.05.013.
  • [24] Barrero A.R., Taiebat M., Lizcano A.: Application of an advanced constitutive model in nonlinear dynamic analysis of tailings dam, [in:] GeoQuebec2015: 68th Canadian Geotechnical Conference and 7th Canadian Permafrost Conference, University of British Columbia, Vancouver, Canada 2015. https://www.kz.srk.com/sites/default/files/file/ ALizcano_AdvancedConstitutiveModelInAnalysisOfTailingsDam_2015.pdf.
  • [25] Xu B., Wang Y.: Stability analysis of the Lingshan gold mine tailings dam under conditions of a raised dam height. Bulletin of Engineering Geology and the Environment, vol. 74, 2015, pp. 151–161. https://doi.org/10.1007/s10064-014-0602-z.
  • [26] Zardari M.A., Mattsson H., Knutsson S., Khalid M.S., Ask M.V., Lund B.: Numerical analyses of earthquake induced liquefaction and deformation behaviour of an upstream tailings dam. Advances in Materials Science and Engineering, 2017, 5389308. https://doi.org/10.1155/2017/5389308.
  • [27] Naeini M., Akhtarpour A.: Numerical analysis of seismic stability of a high centerline tailings dam. Soil Dynamics and Earthquake Engineering, vol. 107, 2018, pp. 179–194. https://doi.org/10.1016/j.soildyn.2018.01.019.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-9357cb87-24c2-4e2b-8d7c-f66e10f83a2d
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