Technical Papers
Aug 16, 2019

Additional Analyses of the Fundão Tailings Storage Facility: In Situ State and Triggering Conditions

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 11

Abstract

On November 5, 2015, the Fundão tailings storage facility (TSF) failed, resulting in significant tailings release and 19 deaths. Following the failure, a review panel was established to investigate the cause of the failure. This investigation suggested that the failure involved static liquefaction triggered by deformations in slimes underlying loose, saturated, sandy tailings. This conclusion was reached by interpretation of cone penetration tests (CPTu), laboratory testing of deformation-induced stress paths, and numerical modeling. However, the report did not clearly indicate what method was used to infer the in situ state Ψ from the CPTu probes, and electronic data are not currently publicly available. To remedy both of these limitations, the CPTu data presented by the Panel were digitized to enable their more widespread use and to assess which methods likely were used to interpret the state. As part of this process, a zone of looser sandy tailings at the location where liquefaction was likely to have triggered was identified. Comparison of the state of this material to the overall sandy tailings state indicates that this loose zone may have played a role in the initiation of static liquefaction. Examination of historical data indicated a potential source for this loose material. This examination provides a slightly different perspective of the factors contributing to the initiation of static liquefaction at Fundão.

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Data Availability Statement

The CPTu data that were digitized and interpreted as part of this work are available at https://drive.google.com/drive/folders/1mwVP3Bvp8H7XKQURa56CToyNieK35XDN?usp=sharing.

Acknowledgments

The author acknowledges the constructive feedback of Riccardo Fanni.

References

AECOM (Architecture, Engineering, Consulting, Operations, and Maintenance). 2009. Root cause analysis of TVA Kingston dredge pond failure on December 22, 2008. Vernon Hills, IL: AECOM.
Been, K. 2016. “Characterizing mine tailings for geotechnical design.” In Proc., 5th Int. Conf. on Geotechnical and Geophysical Site Characterisation, edited by A. McConnell, R. Kelly, and B. M. Lehane. Sydney, Australia: Australian Geomechanics Society.
Been, K., and M. G. Jefferies. 1985. “A state parameter for sands.” Géotechnique 35 (2): 99–112. https://doi.org/10.1680/geot.1985.35.2.99.
Been, K., and M. G. Jefferies. 1992. “Towards systematic CPT interpretation.” In Proc., Predictive Soil Mechanics: The Wroth Memorial Symp., 121–134. Reston, VA: ASCE.
Been, K., M. G. Jefferies, J. H. A. Crooks, and L. Rothenburg. 1987. “The cone penetration test in sands. Part II: General inference of state.” Géotechnique 37 (3): 285–299. https://doi.org/10.1680/geot.1987.37.3.285.
Casagrande, A. 1965. “Role of the ‘calculated risk’ in earthwork and foundation engineering.” J. Soil Mech. Found. Div. 91 (4): 1–40.
Chu, J., S. Leroueil, and W. K. Leong. 2003. “Unstable behaviour of sand and its implication for slope instability.” Can. Geotech. J. 40 (5): 873–885. https://doi.org/10.1139/t03-039.
Chu, J., D. Wanatowski, W. K. Leong, W. L. Loke, and J. He. 2015. “Instability of dilative sand.” Geotech. Res. 2 (1): 35–48. https://doi.org/10.1680/gr.14.00015.
Davies, M. P., E. C. McRoberts, and T. E. Martin. 2002. “Static liquefaction of tailings: Fundamentals and case histories.” In Proc., Joint ASDSO/USSD Specialty Conf. on Tailings Dam 2002, 233–255. Westminster, CO: United States Society on Dams.
Dong, Q., C. Xu, Y. Cai, H. Juang, J. Wang, Z. Yang, and C. Gu. 2016. “Drained instability in loose granular material.” Int. J. Geomech. 16 (2): 04015043. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000524.
Fourie, A. B., and G. Papageorgiou. 2001. “Defining an appropriate steady state line for Merriespruit gold tailings.” Can. Geotech. J. 38 (4): 695–706. https://doi.org/10.1139/t00-111.
Hicks, M. A., and R. Boughrarou. 1998. “Finite element analysis of the Nerlerk underwater berm failures.” Géotechnique 48 (2): 169–185. https://doi.org/10.1680/geot.1998.48.2.169.
Imam, S. M. R., N. R. Morgenstern, P. K. Robertson, and D. H. Chan. 2002. “Yielding and flow liquefaction of loose sand.” Soils Found. 42 (3): 19–31. https://doi.org/10.3208/sandf.42.3_19.
Jefferies, M. 2016. “Editorial.” Geotech. Res. 3 (3): 65–66. https://doi.org/10.1680/jgere.2016.3.3.65.
Jefferies, M. G. 1993. “Nor-Sand: A simple critical state model for sand.” Géotechnique 43 (1): 91–103. https://doi.org/10.1680/geot.1993.43.1.91.
Jefferies, M. G., and K. Been. 2015. Soil liquefaction: A critical state approach. Boca Raton, FL: CRC Press.
Morgenstern, N. R., S. G. Vick, C. B. Viotti, and B. D. Watts. 2016. Fundão tailings dam review panel: Report in the immediate causes of the failure of the Fundão Dam. New York: Cleary Gottlieb Steen & Hamilton LLP.
Olson, S. M., and T. D. Stark. 2002. “Liquefied strength ratio from liquefaction flow failure case histories.” Can. Geotech. J. 39 (3): 629–647. https://doi.org/10.1139/t02-001.
Olson, S. M., and T. D. Stark. 2003. “Yield strength ratio and liquefaction analysis of slopes and embankments.” J. Geotech. Geoenviron. Eng. 129 (8): 727–737. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:8(727).
Plewes, H. D., M. P. Davies, and M. G. Jefferies. 1992. “CPT based screening procedure for evaluation liquefaction susceptibility.” In Proc., 45th Canadian Geotechnical Conf., 41–49. Toronto: Canadian Geotechnical Society.
Popescu, R., J. H. Prevost, and G. Deodatis. 1997. “Effects of spatial variability on soil liquefaction: Some design recommendations.” Géotechnique 47 (5): 1019–1036. https://doi.org/10.1680/geot.1997.47.5.1019.
Reid, D. 2015a. “Estimating slope of critical state line from cone penetration test: An update.” Can. Geotech. J. 52 (1): 46–57. https://doi.org/10.1139/cgj-2014-0068.
Reid, D. 2015b. “Observations on the behaviour of a gold tailings with hypersaline pore fluid.” In Tailings and mine waste management for the 21st century, edited by F. R. Nejad, 191–200. Sydney, Australia: AUSIMM.
Reid, D., R. Fanni, K. Koh, and I. Orea. 2018. “Characterisation of a subaqueously deposited silt iron ore tailings.” Géotech. Lett. 8 (4): 278–283. https://doi.org/10.1680/jgele.18.00105.
Reid, D., and A. B. Fourie. 2017. “Back analyses of the August 2016 Luoyang red mud tailings facility failure.” In Proc., Tailing and Mine Waste 2017. Edmonton, Canada: Univ. of Alberta Geotechnical Center.
Reid, D., A. B. Fourie, and S. Moggach. 2019. “Characterization of a gold tailings with hypersaline pore fluid.” Can. Geotech. J. https://doi.org/10.1139/cgj-2018-0579.
Reid, D., and M. Jefferies. 2017. “State parameter as a geological principle in tailings.” In Proc., Tailings and Mine Waste 2017. Edmonton, Canada: Univ. of Alberta Geotechnical Centre.
Riveros, G., and A. Sadrekarimi. 2017. “Static liquefaction analysis of the Fundao Dam failure.” In Proc., 70th Canadian Geotechnical Conf. GeoOttawa 2017. Ottawa: Canadian Geotechnical Society.
Robertson, P. K., et al. 2000. “The CANLEX project: Summary and conclusions.” Can. Geotech. J. 37 (3): 563–591. https://doi.org/10.1139/t00-046.
Robertson, P. K. 2009. “Interpretation of cone penetration tests: A unified approach.” Can. Geotech. J. 46 (11): 1337–1355. https://doi.org/10.1139/T09-065.
Robertson, P. K. 2010a. “Estimating in-situ state parameter and friction angle in sandy soils from the CPT.” In Proc., 2nd Int. Symp. on Cone Penetration Testing. Huntington Beach, CA.
Robertson, P. K. 2010b. “Evaluation of flow liquefaction and liquefied strength using the cone penetration test.” J. Geotech. Geoenviron. Eng. 136 (6): 842–853. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000286.
Robertson, P. K. 2012a. “Evaluating flow (static) liquefaction using the CPT: An update.” In Proc., 16th Int. Conf. on Tailings and Mine Waste. Keystone, CO: Information Technology, Creative Media, Univ. of British Columbia.
Robertson, P. K. 2012b. “Mitchell Lecture: Interpretation of in-situ tests—Some insights.” In Geotechnical and geophysical site characterization 4, edited by R. Coutinho and P. W. Mayne, 3–24. Pernambuco, Brazil: CRC Press.
Robertson, P. K. 2017. “Evaluation of flow liquefaction: Influence of high stresses.” In Proc., 3rd Int. Conf. on Performance-based design in Earthquake Geotechnical Engineering (PBD-III). Vancouver, Canada.
Robertson, P. K., and R. G. Campanella. 1983. “Interpretation of cone penetration tests. Part I: Sand.” Can. Geotech. J. 20 (4): 718–733. https://doi.org/10.1139/t83-078.
Robertson, P. K., and C. E. Wride. 1998. “Evaluating cyclic liquefaction potential using the cone penetration test.” Can. Geotech. J. 35 (3): 442–459. https://doi.org/10.1139/t98-017.
Rowe, P. W., and W. H. Craig. 1976. “Studies of offshore caissons founded on Oosterschelde sand.” In Design and construction of offshore structures, edited by J. P. Blanc, and M. Monro, 49–55. London: Institute of Civil Engineers.
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.
Sadrekarimi, A. 2016. “Static liquefaction analysis considering principal stress directions and anisotropy.” Geotech. Geol. Eng. 34 (4): 1135–1154. https://doi.org/10.1007/s10706-016-0033-7.
Sasitharan, S. 1994. “Collapse behavior of very loose sand.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Alberta.
Sasitharan, S., P. K. Robertson, D. C. Sego, and N. R. Morgenstern. 1993. “Collapse behavior of sand.” Can. Geotech. J. 30 (4): 569–577. https://doi.org/10.1139/t93-049.
Shuttle, D. A., and J. Cunning. 2007. “Liquefaction potential of silts from CPTu.” Can. Geotech. J. 44 (1): 1–19. https://doi.org/10.1139/t06-086.
Skopek, P. 1994. “Collapse behavior of very loose dry sand.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Alberta.
Skopek, P., N. R. Morgenstern, P. K. Robertson, and D. C. Sego. 1994. “Collapse of dry sand.” Can. Geotech. J. 31 (6): 1008–1014. https://doi.org/10.1139/t94-115.
Smith, E. S. 1969. “Tailings disposal and liquefaction.” Trans. Soc. Min. Eng. AIME 244: 179–187.
Stark, T. D., and G. Mesri. 1992. “Undrained shear strength of liquefied sands for stability analysis.” J. Geotech. Eng. 118 (11): 1727–1747. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:11(1727).
Verdugo, R., and K. Ishihara. 1996. “The steady state of sandy soils.” Soils Found. 36 (2): 81–91. https://doi.org/10.3208/sandf.36.2_81.
Wanatowski, D., and J. Chu. 2007. “Static liquefaction of sand in plane strain.” Can. Geotech. J. 44 (3): 299–313. https://doi.org/10.1139/t06-078.
Yang, J. 2002. “Non-uniqueness of flow liquefaction line for loose sand.” Géotechnique 52 (10): 757–760. https://doi.org/10.1680/geot.2002.52.10.757.
Zhang, G., P. K. Robertson, and R. W. I. Brachman. 2002. “Estimating liquefaction-induced ground settlements from CPT for level ground.” Can. Geotech. J. 39 (5): 1168–1180. https://doi.org/10.1139/t02-047.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145Issue 11November 2019

History

Received: Nov 9, 2018
Accepted: Apr 9, 2019
Published online: Aug 16, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 16, 2020

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Civil, Environmental and Mining Engineering, Univ. of Western Australia, Crawley 6009, Australia. ORCID: https://orcid.org/0000-0002-1867-1676. Email: [email protected]

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