Hydro-mechanical evaluation of stabilized mine tailings |
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| Authors: | A Mohamed M Hossein F Hassani |
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| Institution: | Civil Engineering Department, UAE University, P.O. Box 17555, Al Ain, United Arab Emirates,
Hart Crowser Inc., New Jersey, USA,
Department of Mining and Metallurgical Engineering, McGill University, 3450 University Street, Montreal, Quebec, H3A 2A7 Canada,
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| Abstract: | . In this study, mine tailings waste was stabilized using a combination of lime, fly ash type "C", and aluminum. Treated samples were subjected to mineral identification for evaluating the formation of ettringite and gypsum. Also, unconfined compression, hydraulic conductivity, and cyclic freeze and thaw tests were performed to evaluate the hydro-mechanical properties of the stabilized samples. Experimental results have shown that the application of lime and fly ash type "C" to high sulfate content tailings has improved its plasticity, workability, and volume stability. Moreover, upon addition of aluminum to lime and fly ash in a sulfate-rich environment, ettringite and calcium sulfo-aluminate hydrate are formed in these samples. Application of 5% lime, 10% fly ash type "C", in combination with 110 ppm aluminum, resulted in the formation of a solid monolith capable of producing more than 1,000 kPa of unconfined compressive strength, and reduced tailings permeability to 1.96᎒?6 cm s?1, which is less than the recommended permeability of 10?5 cm s?1 by most environmental protection agencies for reusability of solidified/stabilized samples. The permeability of the treated tailings samples remained below the recommended permeability, even after exposing the treated samples to 12 freeze and thaw cycles. Therefore, based on the experimental results, it is concluded that treatment of high sulfate-content tailings with lime and fly ash, combined with the availability of aluminum for reactions, is a successful method of solidifying highly reactive mine tailings. |
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