Abstract
Besides producing raw materials essential for contemporary societies, the mining industry also generates millions of tons of waste every year. Most of this waste is represented by tailings consisting of saturated fine non-plastic soils, generally arranged in structures called tailings dams located at a short distance from the mine. These structures contain the tailings through an embankment made with the coarser fraction of residual materials. The rate of failure for these structures is high and often results in the release of the materials in the downstream territories with catastrophic consequences for the population, the environment, and the local economy. In recent decades, the use of advanced numerical models to predict the mechanical behavior of these structures, subjected to different types of loading, initial and boundary conditions, has become increasingly widespread. Contrary to the more classical methods, such as the limit equilibrium, which only determines the safety factor for stability, these advanced tools can quantify stress distributions, deformations, accelerations and pore water pressures over time. In this work, the liquefaction potential under seismic conditions of a tailings dam located in southern Tuscany was analyzed with a dynamic finite element model implemented in the OpenSees software. Three numerical analyzes were carried out with three different advanced constitutive models describing the dynamic behavior of tailings. The constitutive models were calibrated based on the results of field tests and cyclic laboratory tests carried out on reconstituted specimens.
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References
ICOLD.: Tailings Dams - Risk of Dangerous Occurrences, Lessons Learnt from Practical Experiences, Bulletin 121 (2001)
Azam, S., Li, Q.: Tailings dam failures: a review of the last one hundred years. Geotech. News 28(4), 50–54 (2010)
Rico, M., Benito, G., Salgueiro, A.R., DÃez-Herrero, A., Pereira, H.G.: Reported tailings dam failures: a review of the European incidents in the worldwide context. J. Hazard. Mater. 152(2), 846–852 (2008)
Lyu, Z., Chai, J., Xu, Z., Qin, Y., Cao, J.: A comprehensive review on reasons for tailings dam failures based on case history. Adv. Civil Eng. 2019, 1–18 (2019)
Mazzoni, S., McKenna, F., Scott, M.H., Fenves, G.L.: OpenSees Command Language Manual. University of California, Berkeley (2006)
Ma, X.W., Zhao, G.Q., Sun, L.: AUTOMESH-2D/3D: robust automatic mesh generator for metal forming simulation. Mater. Res. Innovations 15(s1), s482–s486 (2011)
Rice, J.: Is the aspect ratio significant for finite element problems? No. 85–535) Department of Computer Science, Purdue University 85, 535 (1985)
Dafalias, Y.F., Manzari, M.T.: Simple plasticity sand model accounting for fabric change effects. J. Eng. Mech. ASCE 130(6), 622–634 (2004)
Boulanger, R.W., Ziotopoulou, K.: PM4Sand (version 3.1): A sand plasticity model for earthquake engineering applications. Report No. UCD/CGM-17/01. Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA (2017)
Yang, Z., Elgamal, A., Parra, E.: Computational model for cyclic mobility and associated shear deformation. J. Geotech. Geoenviron. Eng. ASCE 129(12), 1119–1127 (2003)
Geppetti, A., Facciorusso, J., Madiai, C.: Calibrazione di modelli costitutivi per materiali sterili minerari. IARG, Caserta 7–9 settembre (2022). ISBN: 9788897517108
Taiebat, M., Dafalias, Y.F.: SANISAND: Simple anisotropic sand plasticity model. Int. J. Numer. Anal. Meth. Geomech. 32(8), 915–948 (2008)
Taiebat, M., Jeremić, B., Dafalias, Y.F., Kaynia, A.M., Cheng, Z.: Propagation of seismic waves through liquefied soils. Soil Dyn. Earthq. Eng. 30(4), 236–257 (2010)
Khosravifar, A.: A note on calibrating PDMY. J. Chem. Inf. Model. 53, 1689–1699 (2013)
McGann, C., Arduino, P.: Dynamic 2D Effective Stress Analysis of Slope. OpenSees user manual (2011)
Lysmer, J., Kuhlemeyer, A.M.: Finite dynamic model for infinite media. J. Eng. Mech. Div. ASCE 95, 859–877 (1969)
Lai, C. G., Zuccolo E.: Prosecuzione delle attività di definizione di input sismici sismocompatibili e spettrocompatibili per i comuni della regione Toscana. Scientific Report (2017)
DM 17 gennaio 2018. Norme tecniche per le costruzioni. G.U. n.42 del 20 febbraio 2018
DM 26 giugno 2014. Norme tecniche per la progettazione e la costruzione degli sbarramenti di ritenuta (dighe e traverse). Gazzetta ufficiale n. 156 dell’8 luglio 2014
Kottke, A.R., Wang, X., Rathje, E.M.: Technical Manual for Strata. Architectural, and Environmental Engineering University of Texas, Geotechnical Engineering Center Department of Civil (2013)
Henderson, A.: ParaView Guide, A Parallel Visualization Application. Kitware Inc. (2007)
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Geppetti, A., Facciorusso, J., Ciardi, G., Prada-Sarmiento, L.F., Madiai, C. (2023). OpenSees Analysis of a Tailings Storage Facility in Southern Tuscany (Italy). In: Ferrari, A., Rosone, M., Ziccarelli, M., Gottardi, G. (eds) Geotechnical Engineering in the Digital and Technological Innovation Era. CNRIG 2023. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-031-34761-0_62
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DOI: https://doi.org/10.1007/978-3-031-34761-0_62
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