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Static Liquefaction Analysis of the Fundão Dam Failure

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Abstract

On November 5, 2015, roughly 32 million m3 of iron mine tailings were accidentally released in the collapse of Fundão dam in Minas Gerais, Brazil. Totaling about 61% of the impoundment’s contents, the spilled tailings buried the town of Bento Rodrigues, claiming the lives of 19 villagers, and causing major environmental concerns. This study presents a comprehensive static liquefaction triggering analysis performed on the failing section of the dam prior to its collapse, with the goal to determine its susceptibility to liquefaction under its ultimate loading condition. The method of analysis implemented accounts for variations in mode of shear, anisotropic consolidation, and lateral load transfer along the failure surface normally encountered in the field. The instability line and flow liquefaction concepts are used in conjunction with in-situ test data to estimate liquefaction triggering and post-liquefaction undrained shear strengths for loose saturated tailings in the dam’s section. These are subsequently applied in iterative limit equilibrium analyses to obtain the factors of safety for liquefaction triggering and flow failure. After convergence in this process, the failing dam’s section was found to be susceptible to static liquefaction flow failure with a factor of safety of 0.56.

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References

  • ASTM (2017) Standard D2487: Standard practice for classification of soils for engineering purposes (unified soil classification system). In: Annual Book of ASTM Standards. ASTM International, West Conshohocken

  • Bond AJ (2011) A procedure for determining the characteristic value of a geotechnical parameter. In: Vogt, Schuppener, Straub, Bräu (eds) ISGSR 2011, pp 419–426

  • Byrne PM, Park SS, Beaty M, Sharp MK, Gonzalez L, Abdoun T (2004) Numerical modeling of liquefaction and comparison with centrifuge tests. Can Geotech J 41(2):193–211

    Google Scholar 

  • Canadian Geotechnical Society (2006) Canadian Foundation Engineering Manual (CFEM), 4th edn. BiTech Publisher Ltd, Richmond

    Google Scholar 

  • Chu J, Leroueil S, Leong WK (2003) Unstable behavior of sand and its implication for slope stability. Can Geotech J 40(5):873–885

    Google Scholar 

  • Chu J, Leong WK, Loke WL, Wanatowski D (2012) Instability of loose sand under drained conditions. J Geotech Geoenviron Eng ASCE 138(2):207–216

    Google Scholar 

  • da Fonseca PG, da Fonseca IG (2016) Brazil’s greatest environmental catastrophe—Samarco’s Fundao Tailings Dam. Environ Policy Law 46(5):334–337

    Google Scholar 

  • Dafalias YF, Manzari MT (2004) Simple plasticity sand model accounting for fabric change effects. J Eng Mech ASCE 130(6):622–634

    Google Scholar 

  • Daouadji A, AlGali H, Darve F, Zeghloul A (2010) Instability of granular materials: Experimental evidence of diffuse mode of failure for loose sands. J Eng Mech 136(5):575–588

    Google Scholar 

  • Dong Q, Xu C, Cai Y, Juang H, Wang J, Yang Z, Gu C (2016) Drained instability in loose granular material. Int J Geomech 16(2):1–9

    Google Scholar 

  • Drescher A, Mroz Z (1997) A refined superior sand model. In: Pietruszczak S, Pande GN (eds) Numerical models in geomechanics VI. Balkema, Rotterdam, pp 21–26

    Google Scholar 

  • Eslami A, Fellenius BH (1997) Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Can Geotech J 34(6):886–904

    Google Scholar 

  • Finge Z, Doanh T, Dubujet P (2006) Undrained anisotropy of Hostun RF loose sand: new experimental investigations. Can Geotech J 43(11):1195–1212

    Google Scholar 

  • Gajo A, Wood DM (1999) Severn-Trent sand: a kinematic-hardening constitutive model: the q-p formulation. Geotechnique 49(5):595–614

    Google Scholar 

  • Georgiannou VN, Burland JB, Hight DW (1990) The undrained behaviour of clayey sands in triaxial compression and extension. Geotechnique 40(3):431–449

    Google Scholar 

  • Hicks MA, Boughrarou R (1988) Finite element analysis of the Nerlerk underwater berm failures. Géotechnique 48(2):169–185

    Google Scholar 

  • Hight DW, Georgiannou VN, Martin PL, Mundegar AK (1999) Flow slides in micaceous sands. In: Yanagisawa E, Moroto N, Mitachi T (eds) Problematic soils. Balkema, Rotterdam, pp 945–958

    Google Scholar 

  • Jefferies MG (1993) NorSand—a simple critical state model for sand. Geotechnique 43(1):91–103

    Google Scholar 

  • Jefferies M, Been K (2016) Soil liquefaction—a critical state approach, 2nd edn. Taylor and Francis Group, Boca Raton

    Google Scholar 

  • Kraft LM, Gavin TM, Bruton JC (1992) Submarine flow slide in puget sound. J Geotech Eng ASCE 118(10):1577–1591

    Google Scholar 

  • Lade PV (1992) Static instability and liquefaction of loose fine sandy slopes. J Geotech Eng ASCE 118(1):51–71

    Google Scholar 

  • Law KT, Lumb P (1978) A limit equilibrium analysis of progressive failure in the stability of slopes. Can Geotech J 15:113–122

    Google Scholar 

  • LePoudre D (2015) Examples, statistics and failure modes of tailings dams and consequence of failure. Environ Serv Assoc Alberta 88

  • Lunne T, Powell JJM, Robertson PK (2002) Cone penetration testing in geotechnical practice. CRC Press, Cambridge

    Google Scholar 

  • Mesri G (2007) Yield strength and critical strength of liquefiable sands in slo** ground. Geotechnique 57(3):309–311

    Google Scholar 

  • Mohamed FMO, Vanapalli SK, Saatcioglu M (2012) Settlement estimation of shallow footings of saturated and unsaturated sands. In: GeoCongress 2012. American Society of Civil Engineers (ASCE), pp 2552–2561

  • Morgenstern NR, Price VE (1965) The analysis stability of general slip surfaces. Geotechnique 15(1):79–93

    Google Scholar 

  • Morgenstern N, Vick SG, Viotti CB, Watts BD (2016) Report on the Immediate Causes of the Failure of the Fundão Dam. Gottlieb Steen and Hamilton LLP, New York

    Google Scholar 

  • Olson SM (2001) Liquefaction analysis of level and slo** ground using field case histories and penetration resistance. Department of Civil and Environmental Engineering, University of Illinois, Urbana

    Google Scholar 

  • Olson S, Stark T (2003) Use of laboratory data to confirm yield and liquefied strength ratio concepts. Can Geotech J 40:1164–1184

    Google Scholar 

  • Olson SM, Stark TD, Walton WH, Castro G (2000) 1907 static liquefaction flow failure of the North Dike of Wachusett Dam. J Geotech GeoEnviron Eng 126(12):1184–1193

    Google Scholar 

  • Pestana JM, Whittle AJ (1999) Formulation of a unified constitutive model for clays and sands. Int J Numer Anal Methods Geomech 23:1215–1243

    Google Scholar 

  • Reid D (2019) Additional analyses of the Fundao tailings storage facility: in situ state and triggering conditions. J Geotech Geoenviron Eng ASCE 145(11):1–12

    Google Scholar 

  • Reid D, Fanni R, Koh K, Orea I (2018) Characterisation of a subaqueously deposited silt iron ore tailings. Geotech Lett 8:278–283

    Google Scholar 

  • Riemer MF, Seed RB (1997) Factors affecting apparent position of the steady-state line. J Geotech Geoenviron Eng ASCE 123(3):281–288

    Google Scholar 

  • Robertson P (2010) Evaluation of flow liquefaction and liquefied strength. Journal of Geotechnical Geoenvironmental Engineering ASCE 136(6):842–853

    Google Scholar 

  • Rowe P, Craig W (1976) Studies of offshore caissons founded on Oostershelde sand. In: Monroe J (ed) Design and construction of offshore structures. Institution of Civil Engineers, London, pp 49–55

    Google Scholar 

  • Sadrekarimi A (2014) Effect of the mode of shear on static liquefaction analysis. J Geotech GeoEnviron Eng ASCE:04014069:1–12

    Google Scholar 

  • Sadrekarimi A (2016) Static liquefaction considering principal stress directions and anisotropy. Geotech Geol Eng 34:1135–1154

    Google Scholar 

  • Sadrekarimi A, Olson S (2011) Yield strength ratios, critical strength ratios, and brittleness of sandy soils from laboratory tests. Can Geotech J 48:493–510

    Google Scholar 

  • Schmertmann JH (1978) Guidelines for cone penetration test: performance and design. Federal Highway Administration Report FHWA-TS-78-209, Washington, D.C

  • Schneider HR, Fitze P (2013) Characteristic shear strength values for EC7: guidelines based on a statistical framework. In: Anagnostopoulos A, Pachakis M, Tsatsanifos C (eds) Proceedings of the 15th European conference on soil mechanics and geotechnical engineering. IOS Press, Amsterdam, pp 318–324

  • Sento N, Kazama M, Uzuoka R, Ohmura H, Ishimaru M (2004) Possibility of postliquefaction flow failure due to seepage. J Geotech GeoEnviron Eng 130(7):707–716

    Google Scholar 

  • Skempton AW, Vaughan PR (1993) The failure of Carsington Dam. Geotechnique 43(1):151–173

    Google Scholar 

  • Stark TD, Mesri G (1992) Undrained shear strength of liquefied sands for stability analysis. J Geotech Eng ASCE 118(11):1727–1747

    Google Scholar 

  • Tang WH (1993) Recent developments in geotechnical reliability. Balkema, Rotterdam

    Google Scholar 

  • Tomlinson MJ, Woodward J (2007) Pile design and construction practice, 5th edn. CRC Press, Cambridge, p 568

    Google Scholar 

  • VandenBerge DR, Duncan JM, Brandon TL (2015) Limitations of transient seepage analyses for calculating pore pressures during external water level changes. J Geotech Geoenviron Eng ASCE 141(5):1–10

    Google Scholar 

  • Vanmarcke E (1977) Probabilistic modeling of soil profiles. J Geotech Geoenvirion Eng ASCE 103:1227–1246

    Google Scholar 

  • Vick S (1990) Planning, design and analysis of tailings dams. Wiley, New York

    Google Scholar 

  • Yang H, Russell AR (2016) Cone penetration tests in unsaturated silty sands. Can Geotech J 53:431–444

    Google Scholar 

  • Yoshimine M, Ishihara K, Vargas W (1998) Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand. Soils Found 38(3):179–188

    Google Scholar 

Download references

Acknowledgements

The constructive comments provided by two anonymous reviewers which helped to improve the quality of the manuscript are highly appreciated.

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  1. Department of Civil and Environmental Engineering, Western University, London, ON, Canada

    Abouzar Sadrekarimi & Guillermo Alexander Riveros

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  1. Abouzar Sadrekarimi
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  2. Guillermo Alexander Riveros
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Correspondence to Abouzar Sadrekarimi.

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Sadrekarimi, A., Riveros, G.A. Static Liquefaction Analysis of the Fundão Dam Failure. Geotech Geol Eng 38, 6431–6446 (2020). https://doi.org/10.1007/s10706-020-01446-8

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