Discussions and Closures
Sep 28, 2020

Closure to “Additional Analyses of the Fundão Tailings Storage Facility: In Situ State and Triggering Conditions” by David Reid

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 12
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References

Dungar, R. 1989. “Analyses of the lower San Fernando dam failure.” In Waterpower’89, 1705–1714. Reston, VA: ASCE.
Gu, W. H., N. R. Morgenstern, and P. K. Robertson. 1993. “Progressive failure of lower San Fernando dam.” J. Geotech. Eng. 119 (2): 333–349. https://doi.org/10.1061/(ASCE)0733-9410(1993)119:2(333).
Imam, S. M. R., D. H. Chan, P. K. Robertson, and N. R. Morgenstern. 2002. “Effect of anisotropic yielding on the flow liquefaction of loose sand.” Soils Found. 42 (3): 33–44. https://doi.org/10.3208/sandf.42.3_33.
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 on the immediate causes of the failure of the Fundão dam. New York: Cleary Gottlieb Steen & Hamilton LLP.
Reid, D. 2015. “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. 2020. “On the effect of anisotropy on drained state liquefaction triggering.” Géotech. Lett. 1–21. https://doi.org/10.1680/jgele.19.0004.
Riveros, G. A., and A. Sadrekarimi. 2017. “Static liquefaction analysis of the Fundão dam failure.” In Proc., 70th Canadian Geotechnical Conf. on GeoOttawa 2017. Ottawa: Canadian Geotechnical Society.
Robertson, P. K. 2010. “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. 2012. “Evaluating flow (static) liquefaction using the CPT: An update.” In Proc., 16th Int. Conf. on Tailings and Mine Waste. Vancouver, BC: Information Technology, Creative Media, Univ. of British Columbia.
Robertson, P. K. 2017. “Evaluation of flow liquefaction: Influence of high stresses.” In Proc., 3rd Int. Conf. on Performance Based Design (PBD-III). Vancouver, Canada: International Society for Soil Mechanics and Geotechnical Engineering.
Robertson, P. K. 2018. Evaluation of liquefaction in tailings and mine waste: An update (presentation). Vancouver, Canada: University of British Columbia Studios.
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.
Seed, H. B., K. L. Lee, I. M. Idriss, and F. I. Makdisi. 1975. The slides in the San Fernando dams during the earthquake of February 9, 1971. Reston, VA: ASCE.
Sivathayalan, S., and Y. P. Vaid. 2002. “Influence of generalized initial state and principal stress rotation on the undrained response of sands.” Can. Geotech. J. 39 (1): 63–76. https://doi.org/10.1139/t01-078.
Zdravković, L., and R. J. Jardine. 2001. “The effect on anisotropy of rotating the principal stress axes during consolidation.” Géotechnique 51 (1): 69–83. https://doi.org/10.1680/geot.2001.51.1.69.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 12December 2020

History

Received: Feb 27, 2020
Accepted: Apr 7, 2020
Published online: Sep 28, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 28, 2021

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

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