Seismic Liquefaction of Mine Tailings

Lead Research Organisation: University College London
Department Name: Civil Environmental and Geomatic Eng

Abstract

The residual waste from mining processes, or tailings, are most commonly disposed of by mixing the ground rock with water and pumping them as a slurry into large lagoons retained by dams constructed from the coarser part of the tailings. The very loose state of the sediments in the lagoon promotes their liquefaction, so that the consequences of dam failure can be very severe, through loss of life, homes, livelihoods and widespread environmental damage from the release often of millions of cubic metres of waste. Since 1917 there have been more than 245 tailings dam incidents. The failure in 2008 in Xiangfen County, China, caused 277 deaths, but these disasters are by no means restricted to developing economies, and in 1985 at Stava, Italy, the debris flow resulting from the failure of a dam built on a hillside travelled down the valley at 90km/h killing 268. The project will investigate the liquefaction of tailings materials under seismic loading, collaborating with the China University of Mining and Technology, Beijing and Golder associates. The research will be of an experimental nature, by means of advanced laboratory testing in the Geotechnical Engineering Research Laboratory.

Publications

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Studentship Projects

Project Reference Relationship Related To Start End Student Name
EP/N509577/1 01/10/2016 24/03/2022
1969285 Studentship EP/N509577/1 06/11/2017 31/07/2022 Abigail Cartwright
 
Description The failures of tailings (mine waste) dams such as Brumadinho in Brazil are poorly understood and this stems largely from a poor understanding of the material behaviour. This project has been addressing how these materials behave under cyclic loading, for example an earthquake. Because of the way they are placed behind the dam, settling in the lagoon, tailings tend to be layered, and this aspect has been largely ignored. The project has shown, however, that this layering does not have much impact on the behaviour in cyclic loading.

I am finding that the tailings tested are transitional: The effects of the initial void ratio (density) at their deposition cannot be erased by loading at engineering stress and strain levels. This should be accounted for in the design of tailings storage facilities. The current practice of storing tailings in their loosest state is therefore not the wisest as the resistance to cyclic loading is low.
Exploitation Route The finding that the layering of tailings has little impact to the response under cyclic loading means that practitioners are safe when adopting their current procedures of testing samples that have been reconstituted (mixed up) in the sampling process.

Transitional behaviour needs to be accounted for in the design of tailings storage facilities.
Sectors Construction,Environment