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Apr 26, 2012

Diffusive Behavior of a Compacted Cemented Soil As Containment Barrier for Industrial and Mining Waste

Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering

Abstract

The study evaluated, through a series of diffusion tests, the attenuation capacity of a compacted residual clayey soil with and without the addition of Portland cement (0 to 2%), when subjected to a static load (100 to 500 kPa) simulating the action of a solid waste mass and to an acidic contaminant solution, prepared with pH varying in the range of 1 to 6, enriched with the toxic metal cadmium. The results indicated that the investigated soil might be employed as containment barriers for industrial and mining solid waste, especially with the addition of Portland cement, as it showed low hydraulic conductivity and high attenuation capacity.

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Go to Geo-Frontiers 2011
Geo-Frontiers 2011: Advances in Geotechnical Engineering
Pages: 926 - 936

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Published online: Apr 26, 2012

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Department of Civil Engineering, Federal University of Rio Grande do Sul, Avenida Oswaldo Aranha, 99, 3 andar, zip code 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.E-mail: [email protected]
C. Reginatto [email protected]
Faculty of Engineering and Architecture, University of Passo Fundo, Campus I, Building G1, zip code 99052-900, Passo Fundo, Rio Grande do Sul, Brazil.E-mail: [email protected]
P. D. M. Prietto [email protected]
Faculty of Engineering and Architecture, University of Passo Fundo, Campus I, Building G1, zip code 99052-900, Passo Fundo, Rio Grande do Sul, Brazil.E-mail: [email protected]
Faculty of Engineering and Architecture, University of Passo Fundo, Campus I, Building G1, zip code 99052-900, Passo Fundo, Rio Grande do Sul, Brazil.E-mail: [email protected]
N. C. Consoli [email protected]
Department of Civil Engineering, Federal University of Rio Grande do Sul, Avenida Oswaldo Aranha, 99, 3 andar, zip code 90035-190, Porto Alegre, Rio Grande do Sul, Brazil.E-mail: [email protected]

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