This work is licensed under the Creative Commons Attribution 4.0 International License.
Adiansyah, J.S., Rosano, M., Vink, S., Keir, G., 2015. A framework for a sustainable approach to mine tailings management: disposal strategies. J. Clean. Prod. 108, 1050–1062. https://doi.org/10.1016/j.jclepro.2015.07.139.AdiansyahJ.S.RosanoM.VinkS.KeirG.2015A framework for a sustainable approach to mine tailings management: disposal strategies10810501062https://doi.org/10.1016/j.jclepro.2015.07.139.10.1016/j.jclepro.2015.07.139Search in Google Scholar
Owen, J.R., Kemp, D., Lèbre, É., Svobodova, K., Pérez Murillo G. 2020. Catastrophic tailings dam failures and disaster risk disclosure International Journal of Disaster Risk Reduction, 42, 1–10. https://doi.org/10.1016/j.ijdrr.2019.101361.OwenJ.R.KempD.LèbreÉ.SvobodovaK.Pérez MurilloG.2020Catastrophic tailings dam failures and disaster risk disclosure42110https://doi.org/10.1016/j.ijdrr.2019.101361.10.1016/j.ijdrr.2019.101361Search in Google Scholar
Duque, M.J.F., Zapico, I., Oyarzun, R., Lopez Garcia, J.A., Cubas, P. 2015. A descriptive and quantitative approach regarding erosion and development of landforms on abandoned mine tailings: new insights and environmental implications from SE Spain. Geomorphology. 239, 1–16 https://doi.org/10.1016/j.DuqueM.J.F.ZapicoI.OyarzunR.Lopez GarciaJ.A.CubasP.2015A descriptive and quantitative approach regarding erosion and development of landforms on abandoned mine tailings: new insights and environmental implications from SE Spain239116https://doi.org/10.1016/j.10.1016/j.geomorph.2015.02.035Search in Google Scholar
Schoenberg, E. 2016. Environmentally sustainable mining: the case of tailings storage facilities. Resour. Policy. 49, 119–128, https://doi.org/10.1016/j.resourpol.2016.04.009.SchoenbergE.2016Environmentally sustainable mining: the case of tailings storage facilities49119128https://doi.org/10.1016/j.resourpol.2016.04.009.10.1016/j.resourpol.2016.04.009Search in Google Scholar
Gobla, M. 2017. Risk analysis for evaluation of mine impounded water. Annu. Conf. Expo: Soc. Min., Metall. Explor. 1, 561–564.GoblaM.2017Risk analysis for evaluation of mine impounded water1561564Search in Google Scholar
International Commission On Large Dams, The World Register of Dams, https://www.icold-cigb.org/GB/world_register/world_register_of_dams.asp (accessed 1 March 2021).International Commission On Large Damshttps://www.icold-cigb.org/GB/world_register/world_register_of_dams.asp (accessed 1 March 2021).Search in Google Scholar
Azam, S., Li, Q. 2010. Tailings dam failures: a review of the last one hundred years, Geotechnical News, 50–53, online: http://ksmproject.com/wp-content/uploads/2017/08/Tailings-Dam-Failures-Last-100-years-Azam2010.pdfAzamS.LiQ.2010Tailings dam failures: a review of the last one hundred years5053online: http://ksmproject.com/wp-content/uploads/2017/08/Tailings-Dam-Failures-Last-100-years-Azam2010.pdfSearch in Google Scholar
Chambers, D.M. Higman B. 2011. Long-term Risk of Tailings Dam Failure. online: http://www.csp2.org/technical-reports (accessed 1 March 2021).ChambersD.M.HigmanB.2011online: http://www.csp2.org/technical-reports (accessed 1 March 2021).Search in Google Scholar
Pytel, W. 2010. Current practice in tailings ponds risk assessment. Cuprum. 2(55), 5–41.PytelW.2010Current practice in tailings ponds risk assessment255541Search in Google Scholar
Rico, M., Benito, G., Salgueiro, A.R., Díez-Herrero, A., Pereira H.G. 2008. Reported tailings dam failures. A review of the European incidents in the worldwide context. J. Hazard Mater. 152(2), 846–852, https://doi.org/10.1016/j.jhazmat.2007.07.050.RicoM.BenitoG.SalgueiroA.R.Díez-HerreroA.PereiraH.G.2008Reported tailings dam failures. A review of the European incidents in the worldwide context1522846852https://doi.org/10.1016/j.jhazmat.2007.07.050.10.1016/j.jhazmat.2007.07.05017854989Search in Google Scholar
Glotov, V.E., Chlachula, J., Glotova, L.P., Little, E. 2018. Causes and environmental impact of the gold-tailings dam failure at Karamken, the Russian Far East. Eng. Geol. 245, 236–247, https://doi.org/10.1016/j.enggeo.2018.08.012.GlotovV.E.ChlachulaJ.GlotovaL.P.LittleE.2018Causes and environmental impact of the gold-tailings dam failure at Karamken, the Russian Far East245236247https://doi.org/10.1016/j.enggeo.2018.08.012.10.1016/j.enggeo.2018.08.012Search in Google Scholar
Turi, D., Pusztai, J., Nyari, I. 2013. Causes and Circumstances of Red Mud Reservoir Dam Failure in 2010 at MAL Zrt Factory Site in Ajka, Hungary, International Conference on Case Histories. Geotechnical Engineering, Missouri University of Science and Technology ’Scholars’ Mine, 2013. https://scholarsmine.mst.edu/icchge/7icchge/session03/10/.TuriD.PusztaiJ.NyariI.2013International Conference on Case Histories. Geotechnical Engineering, Missouri University of Science and Technology ’Scholars’ Mine2013https://scholarsmine.mst.edu/icchge/7icchge/session03/10/.Search in Google Scholar
Roche, Ch. Thygesen, K. Baker, E. 2017. Mine Tailings Storage, Safety Is No Accident, United Nations Environment Programme and GRID-Arendal, Nairobi and Arendal.RocheCh.ThygesenK.BakerE.2017United Nations Environment Programme and GRID-ArendalNairobi and ArendalSearch in Google Scholar
Vogel, A. 2013. Failures of dams - challenges to the present and the future. IABSE Workshop on Safety, Failures and Robustness of Large Structures, Inter. Assoc. Bridge Struct. Eng. 178–185.VogelA.2013Failures of dams - challenges to the present and the future. IABSE Workshop on Safety, Failures and Robustness of Large Structures178185Search in Google Scholar
World Information Service on Energy (WISE), 2019. WISE-Uranium Project, Chronology of Major Tailings Dam Failures, 2019, online:https://www.wise-uranium.org/mdaf.html. (accessed 1 March 2021).World Information Service on Energy (WISE)2019online:https://www.wise-uranium.org/mdaf.html. (accessed 1 March 2021).Search in Google Scholar
Natural Resources Governance Institute (NRGI), 2017 Resource Governance Index, 2017. Available at: https://api.resourcegovernanceindex.org/system/documents/documents/000/000/046/original/2017. (accessed 1 March 2021).Natural Resources Governance Institute (NRGI)2017Available at: https://api.resourcegovernanceindex.org/system/documents/documents/000/000/046/original/2017. (accessed 1 March 2021).Search in Google Scholar
Dhungana, P., Wang, F. Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation. Geoenviron Disasters 7, 13 (2020). https://doi.org/10.1186/s40677-020-0144-6DhunganaP.WangF.Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage: an experimental investigation7132020https://doi.org/10.1186/s40677-020-0144-610.1186/s40677-020-0144-6Search in Google Scholar
Myhre, G., Alterskjær, K., Stjern, C.W. et al. Frequency of extreme precipitation increases extensively with event rareness under global warming. Sci Rep 9, 16063 (2019). https://doi.org/10.1038/s41598-019-52277-4MyhreG.AlterskjærK.StjernC.W.Frequency of extreme precipitation increases extensively with event rareness under global warming9160632019https://doi.org/10.1038/s41598-019-52277-410.1038/s41598-019-52277-4683157231690736Search in Google Scholar
Fuławka, K., Stolecki, L., Jaśkiewicz-Proć, I., Pytel, W., Mertuszka, P. 2019. Time-Frequency Characteristic of Seismic Waves Observed in the Lower Silesian Copper Basin, 19th International Multidisciplinary Scientific Geoconference SGEM 2019: Conference Proceedings. Volume 19. Science and Technologies in Geology, Exploration and Mining. Issue 1.3, s. 693–700. https://doi.org/10.5593/sgem2019/1.3/S03.088FuławkaK.StoleckiL.Jaśkiewicz-ProćI.PytelW.MertuszkaP.201919th International Multidisciplinary Scientific Geoconference SGEM 2019: Conference Proceedings. Volume 19. Science and Technologies in Geology, Exploration and Mining. Issue 1.3693700https://doi.org/10.5593/sgem2019/1.3/S03.08810.5593/sgem2019/1.3/S03.088Search in Google Scholar
Fuławka, K., Stolecki, L., Jaśkiewicz-Proć, I., Pytel, W., Mertuszka, P. 2020. The analysis of seismic load charactresitic observed in the Lower Silesian Copper Basin. SWS Journal of Earth & Planetary Sciences, 2(2), 35–49. https://doi.org/10.35603/eps2020/issue2.03FuławkaK.StoleckiL.Jaśkiewicz-ProćI.PytelW.MertuszkaP.2020The analysis of seismic load charactresitic observed in the Lower Silesian Copper Basin223549https://doi.org/10.35603/eps2020/issue2.0310.35603/eps2020/issue2.03Search in Google Scholar
Domańska, D., Wichur, A. 2006. Method of assessment of stability of embankment and slopes on the basis of inclinometric measurements. GEOINŻYNIERIA drogi mosty tunele. 4(11), 36–40.DomańskaD.WichurA.2006Method of assessment of stability of embankment and slopes on the basis of inclinometric measurements4113640Search in Google Scholar
Suddle, S., 2009. The weighted risk analysis, Safety Science. 47(5), 668–679.SuddleS.2009The weighted risk analysis47566867910.1016/j.ssci.2008.09.005Search in Google Scholar
Aven, T., 2010. On how to define, understand and describe risk, Reliability Engineering & System Safety. 95(6), 623–631AvenT.2010On how to define, understand and describe risk95662363110.1016/j.ress.2010.01.011Search in Google Scholar
Adamo, N., Al-Ansari, N., Sissakian, V., Laue, J., Knutsson, S. 2020. Dam Safety and Earthquakes. Journal of Earth Sciences and Geotechnical Engineering. 10(6), 79–132.AdamoN.Al-AnsariN.SissakianV.LaueJ.KnutssonS.2020Dam Safety and Earthquakes10679132Search in Google Scholar
United State Committee on Large Dams (USCOLD), 2000. Observed Performance of Dams during Earthquakes. Volume II 5-20 Online: http://www.ussdams.org/wp-content/uploads/2016/05/ObservedPerformanceII_V2.pdf (accessed 1 March 2021)United State Committee on Large Dams (USCOLD)2000Volume II 5-20 Online: http://www.ussdams.org/wp-content/uploads/2016/05/ObservedPerformanceII_V2.pdf (accessed 1 March 2021)Search in Google Scholar
United States Society on Dams (USSD). 2014. Observed Performance of Dams During Earthquakes Volume III. Online: https://damfailures.org/wp-content/uploads/2018/02/EQPerfo2_v3.pdf (accessed 1 March 2021)United States Society on Dams (USSD)2014Online: https://damfailures.org/wp-content/uploads/2018/02/EQPerfo2_v3.pdf (accessed 1 March 2021)Search in Google Scholar
Agurto-Detzel, H.; Bianchi, M.; Assumpção, M.; Schimmel, M.; Collaço, B.; Ciardelli, C.; Barbosa, J. R.; Calhau, J. 2016. The tailings dam failure of 5 November 2015 in SE Brazil and its preceding seismic sequence. Geophysical Research Letters, 43(10), 4929–4936. https://doi.org/10.1002/2016GL069257Agurto-DetzelH.BianchiM.AssumpçãoM.SchimmelM.CollaçoB.CiardelliC.BarbosaJ. R.CalhauJ.2016The tailings dam failure of 5 November 2015 in SE Brazil and its preceding seismic sequence431049294936https://doi.org/10.1002/2016GL06925710.1002/2016GL069257Search in Google Scholar
Castañeda, J., Bustamante, T., Perez, F., Romanel, C. 2013. A Seismic Hazard Assessment for a Tailing Dam Site in Minas Gerais - Brazil, 13th International Congress of the Brazilian Geophysical Society & EXPOGEF, Rio de Janeiro, Brazil, 26–29 August 2013, 62–67. https://doi.org/10.1190/sbgf2013-362.CastañedaJ.BustamanteT.PerezF.RomanelC.201313th International Congress of the Brazilian Geophysical Society & EXPOGEFRio de Janeiro, Brazil26–29 August 20136267https://doi.org/10.1190/sbgf2013-362.10.1190/sbgf2013-362Search in Google Scholar
Adamczyk, J. 2012. Characteristics of chosen tailings ’dams’ failures. Cuprum. 3(64), 65–78.AdamczykJ.2012Characteristics of chosen tailings ’dams’ failures3646578Search in Google Scholar
Jibson, R.W. 2011. Methods for assessing the stability of slopes during earthquakes—A retrospective. Engineering Geology, 122(1–2), 43–50. https://doi.org/10.1016/j.enggeo.2010.09.017JibsonR.W.2011Methods for assessing the stability of slopes during earthquakes—A retrospective1221–24350https://doi.org/10.1016/j.enggeo.2010.09.01710.1016/j.enggeo.2010.09.017Search in Google Scholar
Santamarina, J.C., Torres-Cruz, L.A., Robert, C. Bachus. 2019. Why Coal Ash and Tailings Dam Disasters Occur. Science, 364 (6440), 526–28. https://doi.org/10.1126/science.aax1927.SantamarinaJ.C.Torres-CruzL.A.RobertC. Bachus2019Why Coal Ash and Tailings Dam Disasters Occur364644052628https://doi.org/10.1126/science.aax1927.10.1126/science.aax192731073052Search in Google Scholar
Guterch, B., 2009. Seismicity in Poland in the light of historical records, Przegląd Geologiczny, 57(6), 2009.GuterchB.2009Seismicity in Poland in the light of historical records5762009Search in Google Scholar
Mirek, K., Mirek, J., 2011. Correlation between ground subsidence and induced mining seismicity, Upper Silesia Coal Basin Case, Polish Journal of Environmental Studies; 20(4A), 253–257.MirekK.MirekJ.2011Correlation between ground subsidence and induced mining seismicity, Upper Silesia Coal Basin Case204A253257Search in Google Scholar
Adamczyk, J., Cała, M., Flisiak, J., Kolano, M., Kowalski, M. 2013. Slope stability analysis of waste dump in Sandstone Open Pit Osielec. Studia Geotechnica et Mechanica. 35(1), 3–18.AdamczykJ.CałaM.FlisiakJ.KolanoM.KowalskiM.2013Slope stability analysis of waste dump in Sandstone Open Pit Osielec35131810.2478/sgem-2013-0001Search in Google Scholar
IAEA Safety Standards Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants for protecting people and the environment No. NS-G-3.6. 2004. online: https://www-pub.iaea.org/MTCD/Publications/PDF/Pub1195_web.pdf (accessed 1 March 2021)2004online: https://www-pub.iaea.org/MTCD/Publications/PDF/Pub1195_web.pdf (accessed 1 March 2021)Search in Google Scholar
Walling, M., Silva, W., Abrahamson, N., 2008. Nonlinear site amplification factors for constraining the NGA models. Earthquake spectra. 24(1), 243–255.WallingM.SilvaW.AbrahamsonN.2008Nonlinear site amplification factors for constraining the NGA models24124325510.1193/1.2934350Search in Google Scholar
BS EN 1998-1:2004+A1:2013 Eurocode 8: Design of structures for earthquake resistance. General rules, seismic actions and rules for buildings, 20042004Search in Google Scholar
Petterson, K.E. 1955. The early history of circular sliding surfaces. Geotechnique. 5, 275–296.PettersonK.E.1955The early history of circular sliding surfaces527529610.1680/geot.1955.5.4.275Search in Google Scholar
Fellenius W., 1927. Erdstatische Berechnungenmit Reibung und Kohasion, Ernst, Berlin, 1927FelleniusW.1927ErnstBerlin1927Search in Google Scholar
TERZAGHI C. 1925 – Erdbaumechanik auf Bodenphysikalischer Grundlage. Franz Deuticke, Liepzig-Vienna.TERZAGHIC.1925Franz DeutickeLiepzig-ViennaSearch in Google Scholar
Janbu, N. 1954. Application of composite slip surfaces for stability analysis. In Proceedings of the European Conference on Stability of Earth Slopes, Stockholm. Vol. 3. pp. 43–49.JanbuN.1954InProceedings of the European Conference on Stability of Earth SlopesStockholm34349Search in Google Scholar
Bishop, A.W. (1955) “The Use of the Slip Circle in the Stability Analysis of Slopes”, Geotechnique, Great Britain, Vol. 5, No. 1, Mar., pp. 7–17BishopA.W.1955“The Use of the Slip Circle in the Stability Analysis of Slopes”51Mar.71710.1680/geot.1955.5.1.7Search in Google Scholar
Morgenstern, N.R., Price, V.E. 1965. The analysis of the stability of general slip surfaces. Géotechnique, 15(1): 79–93.MorgensternN.R.PriceV.E.1965The analysis of the stability of general slip surfaces151799310.1680/geot.1965.15.1.79Search in Google Scholar
Spencer, E. 1967. A method of analysis of the stability of embankments assuming parallel interslice forces. Géotechnique, 17(1): 11–26.SpencerE.1967A method of analysis of the stability of embankments assuming parallel interslice forces171112610.1680/geot.1967.17.1.11Search in Google Scholar
Melo, C., Sharma, S. 2004 Seismic coefficients for pseudostatic slope analysis. In: 13th World conference on earthquake engineering, Vancouver, CanadaMeloC.SharmaS.2004In:13th World conference on earthquake engineeringVancouver, CanadaSearch in Google Scholar
Choudhury, D., Basu, S. Bray, J.D. 2007. Behaviour of Slopes under Static and Seismic Conditions by Limit Equilibrium Method. Embankments, Dams and Slopes: Lessons from the New Orleans Levee Failures and Other Current Issues. GSP 161.ChoudhuryD.BasuS.BrayJ.D.2007Behaviour of Slopes under Static and Seismic Conditions by Limit Equilibrium MethodGSP 161.10.1061/40905(224)6Search in Google Scholar
Hazari, S., Ghosh, S., Richi, S. 2020. A Comparative Study of Soil Slope Stability Under Seismic Loading Condition. In: Latha Gali M., Raghuveer Rao P. (eds) Geohazards. Lecture Notes in Civil Engineering, vol 86. Springer, Singapore. https://doi.org/10.1007/978-981-15-6233-4_2HazariS.GhoshS.RichiS.2020A Comparative Study of Soil Slope Stability Under Seismic Loading ConditionIn:Latha GaliM.Raghuveer RaoP.(eds)86SpringerSingaporehttps://doi.org/10.1007/978-981-15-6233-4_210.1007/978-981-15-6233-4_2Search in Google Scholar
Liu, S.Y., Shao, L.T., Li, H.J. 2015. Slope stability analysis using the limit equilibrium method and two finite element methods, Computers and Geotechnics. 63, 291–298. https://doi.org/10.1016/j.compgeo.2014.10.008.LiuS.Y.ShaoL.T.LiH.J.2015Slope stability analysis using the limit equilibrium method and two finite element methods63291298https://doi.org/10.1016/j.compgeo.2014.10.008.10.1016/j.compgeo.2014.10.008Search in Google Scholar
Cheng, Y.M., Lansivaara, T., Wei, W.B., 2007. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods. Comput. Geotech. 34(3), 137–150.ChengY.M.LansivaaraT.WeiW.B.2007Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods34313715010.1016/j.compgeo.2006.10.011Search in Google Scholar
Griffiths, D.V. Lane, P.A. 1999. Slope stability analysis by finite elements. Géotechnique. 49(3), 387–403. https://doi.org/10.1680/geot.1999.49.3.387GriffithsD.V.LaneP.A.1999Slope stability analysis by finite elements493387403https://doi.org/10.1680/geot.1999.49.3.38710.1680/geot.1999.49.3.387Search in Google Scholar
Zheng, H., Liu, D.F., Li, C.G. 2005. Slope stability analysis based on elasto-plastic finite element method Int J Numer Meth Eng. 64(14), 1871–1888. https://doi.org/10.1016/j.compgeo.2006.10.011ZhengH.LiuD.F.LiC.G.2005Slope stability analysis based on elasto-plastic finite element method641418711888https://doi.org/10.1016/j.compgeo.2006.10.01110.1002/nme.1406Search in Google Scholar
Zienkiewicz, O.C., Humpheson, C., Lewis, R.W. 1975. Associated and nonassociated. Visco-plasticity and plasticity in soil mechanics. Geotechnique 25(4), 671–689.ZienkiewiczO.C.HumphesonC.LewisR.W.1975Associated and nonassociated. Visco-plasticity and plasticity in soil mechanics25467168910.1680/geot.1975.25.4.671Search in Google Scholar
Duncan, J.M. 1996. State of the art: limit equilibrium and finite-element analysis of slopes. J. Geotech. Eng. 122(7), 577–596.DuncanJ.M.1996State of the art: limit equilibrium and finite-element analysis of slopes122757759610.1061/(ASCE)0733-9410(1996)122:7(577)Search in Google Scholar
Shangyi, Z., Yingren, Z., Weidong, D. 2003. Stability analysis on jointed rock slope by strength reduction FEM. Chin. J. Rock Mech. Eng. 2(020)ShangyiZ.YingrenZ.WeidongD.2003Stability analysis on jointed rock slope by strength reduction FEM2020Search in Google Scholar
Yingren, Z., Shangyi, Z. 2004. Application of strength reduction FEM in soil and rock slopes. Chin. J. Rock Mech. Eng. 23(19), 3381–3388.YingrenZ.ShangyiZ.2004Application of strength reduction FEM in soil and rock slopes231933813388Search in Google Scholar
Hammah, R.E., Yacoub, T.E., Corkum, B., Wibowo, F., Curran, J.H. 2007. Analysis of blocky rock slopes with finite element shear strength reduction analysis. In: Proceedings of the 1st Canada-U.S. Rock Mechanics Symposium, Vancouver, Canada, 329–334.HammahR.E.YacoubT.E.CorkumB.WibowoF.CurranJ.H.2007In:Proceedings of the 1st Canada-U.S. Rock Mechanics SymposiumVancouver, Canada329334Search in Google Scholar
Chiwaye, H. 2010. A Comparison of the Limit Equilibrium and Numerical Modelling Approaches to Risk Analysis for Open-Pit Mine Slopes. Journal-South African Institute of Mining and Metallurgy. 110(10), 571–580ChiwayeH.2010A Comparison of the Limit Equilibrium and Numerical Modelling Approaches to Risk Analysis for Open-Pit Mine Slopes11010571580Search in Google Scholar
Kucewicz, M., Baranowski, P., Małachowski, J. 2021. Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation, Journal of Rock Mechanics and Geotechnical Engineering, 13(2), 335–350, https://doi.org/10.1016/j.jrmge.2020.09.007.KucewiczM.BaranowskiP.MałachowskiJ.2021Dolomite fracture modeling using the Johnson-Holmquist concrete material model: Parameter determination and validation132335350https://doi.org/10.1016/j.jrmge.2020.09.007.10.1016/j.jrmge.2020.09.007Search in Google Scholar
Baranowski, P., Mazurkiewicz, Ł., Małachowski, J., Pytlik, M. 2020. Experimental testing and numerical simulations of blast-induced fracture of dolomite rock. Meccanica. 55, 2337–2352 (2020). https://doi.org/10.1007/s11012-020-01223-0BaranowskiP.MazurkiewiczŁ.MałachowskiJ.PytlikM.2020Experimental testing and numerical simulations of blast-induced fracture of dolomite rock5523372352(2020). https://doi.org/10.1007/s11012-020-01223-010.1007/s11012-020-01223-0Search in Google Scholar
Pytel, W., Fuławka, K., Mertuszka, P., Szumny, M., Koziarz, E. 2019. Amplitude and Frequency Characteristics of Rotational Ground Motions Generated by Paraseismic Events, 19th International Multidisciplinary Scientific Geoconference SGEM 2019 : Conference Proceedings. Volume 19. Science and Technologies in Geology, Exploration and Mining, Issue 1.3, s. 31–38. https://doi.org/10.5593/sgem2019/1.3/S03.004PytelW.FuławkaK.MertuszkaP.SzumnyM.KoziarzE.201919th International Multidisciplinary Scientific Geoconference SGEM 2019 : Conference ProceedingsVolume 19. Science and Technologies in Geology, Exploration and Mining, Issue 1.3,3138https://doi.org/10.5593/sgem2019/1.3/S03.00410.5593/sgem2019/1.3/S03.004Search in Google Scholar
Zhao, J. 2000. Applicability of Mohr–Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock. International Journal of Rock Mechanics and Mining Sciences. 37(7), 1115–1121ZhaoJ.2000Applicability of Mohr–Coulomb and Hoek–Brown strength criteria to the dynamic strength of brittle rock3771115112110.1016/S1365-1609(00)00049-6Search in Google Scholar
Owen, D.R.J., Hinton, E. 1980. Finite Elements in Plasticity-Theory and Practice Pineridge Press, Swansea.OwenD.R.J.HintonE.1980SwanseaSearch in Google Scholar
Pietruszczak, S. 2010. Fundamentals of Plasticity in Geomechanics. CRC Press.PietruszczakS.2010CRC PressSearch in Google Scholar
Labuz, J. F., Zang, A. 2012. Mohr–Coulomb failure criterion. The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring. 2007–2014, 227–231.LabuzJ. F.ZangA.2012Mohr–Coulomb failure criterion. The ISRM Suggested Methods for Rock Characterization2007–2014227231Search in Google Scholar
RocScience, 2021, Dynamic Theory Manual, available online: https://www.rocscience.com/help/rs2/theory/dynamic_theory_manual.htmRocScience2021available online: https://www.rocscience.com/help/rs2/theory/dynamic_theory_manual.htmSearch in Google Scholar
Kuhlemeyer, R.L., Lysmer, J. 1973. Finite Element Method Accuracy for Wave Propagation Problems, Journal of the Soil Mechanics and Foundations Division. 99(5), 421–427.KuhlemeyerR.L.LysmerJ.1973Finite Element Method Accuracy for Wave Propagation Problems99542142710.1061/JSFEAQ.0001885Search in Google Scholar
Sahin Y, Riza Motorcu A. Surface Roughness Model for Machining Mild Steel with Coated Carbide Tool. Materials & Design, 2005, 26, 321–326. https://doi.org/10.1016/j.matdes.2004.06.015.SahinYRiza MotorcuA.Surface Roughness Model for Machining Mild Steel with Coated Carbide Tool200526321326https://doi.org/10.1016/j.matdes.2004.06.015.10.1016/j.matdes.2004.06.015Search in Google Scholar