CPC 850 - Estudo de rompimentos de barragens de rejeito

[1] Jefferies, M., & Been, K. (2016). Soil liquefaction: A critical state approach (2nd ed.). London: Taylor & Francis.

[2] Judith, M. Tailings dam spills at Mount Polley and Mariana Chronicles of Disasters Foretold (2018). Website: https://www.corporatemapping.ca/tailings-disasters/

[3] Morgenstern, N., van Zyl, D. and Vick, S., 2015. Independent Expert Engineering Investigation and Review Panel (2015). Report on Mount Polley tailings storage facility breach (January 30, 2015). Website: https://www.mounpolleyreviewpanel.ca/final-report

[4] Morgenstern et al. (2016). Relatório sobre as Causas Imediatas da Ruptura da Barragem de Fundão.

[5] Olson S.M. 2015. Residual Strength of Liquefied Soils. In: Beer M., Kougioumtzoglou I.A., Patelli E., Au SK. (eds) Encyclopedia of Earthquake Engineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-35344-4_9.RIS.

[6] Robertson, P. (2017). Evaluation of Flow Liquefaction: influence of high stresses. PBD III – Earthquake Geotechnical Engineering. Vancouver, Canadá.

[7] Robertson, P.K.; de Melo, L. David; Williams, J.D. and Ward Wilson, G. (2019) Report of the Expert Panel on the Technical Causes of the Failure of Feijão Dam I.

[8] Sadrekarimi, A. 2014. “Effect of the mode of shear on static liquefaction analysis.” J. Geotech. Geoenviron. Eng. 140 (12): 04014069. https://doi .org/10.1061/(ASCE)GT.1943- 5606.0001182

[9] Sadrekarimi, A. 2020. “Forewarning of Static Liquefaction Landslides.” J. Geotech. Geoenviron. Eng., 2020, 146(9): 04020090. https://doi .org/10.1061/(ASCE)GT.1943- 5606.0002320

[10] Schanaid, F. 2020 On The Geomechanics and Geocharacterization of Tailings. The 9th James K. Mitchell Lecture.