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Erschienen in: Geotechnical and Geological Engineering 1/2016

06.11.2015 | Original paper

Experimental Characterization of the Shrinkage and Water Retention Behaviour of Tailings from Hard Rock Mines

verfasst von: Faustin Saleh-Mbemba, Michel Aubertin, Mamert Mbonimpa, Li Li

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2016

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Abstract

Mining of hard rock ore deposits produces large amounts of tailings. The safe disposal and management of these tailings require an extensive characterization that should include their drying and desaturation behaviour. Desiccation tests have been performed to characterize the shrinkage response of low plasticity tailings having an initially loose state. The testing procedure developed for this purpose is briefly described here. The main shrinkage tests results are then presented. The experimental data are compared with those obtained from water retention tests performed in a pressure plate with volume change measurements. These two types of results are combined to define unsaturated (drying and shrinkage) relationships in six complementary planes that include the volumetric shrinkage curve and the water retention curve. Specific material characteristics are then determined, including the shrinkage limit w S, final void ratio e f, and air entry value ψ a. Additional tests were also performed to define critical parameters at the initiation of cracking in terms of suction ψ, water content w, and degree of saturation S r. The original results presented here indicate that the onset of desaturation is closely linked with the end of volumetric straining and with crack initiation. Results also show that the shrinkage limit w S is a function of the specimen initial water content w 0. Other related characteristics are also presented and discussed.

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Metadaten
Titel
Experimental Characterization of the Shrinkage and Water Retention Behaviour of Tailings from Hard Rock Mines
verfasst von
Faustin Saleh-Mbemba
Michel Aubertin
Mamert Mbonimpa
Li Li
Publikationsdatum
06.11.2015
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 1/2016
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-015-9942-0

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