Optimization of Soil-Sludge Mixtures by Compaction for Potential Use in Mine Site Reclamation

Studies have indicated the potential of mixtures of silty soil and sludge produced by active treatment of acid mine drainage for use in covers with capillary barrier effects for mine site reclamation. Very high water contents of sludge in the settling pond could negatively affect the required hydrog...

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Bibliographic Details
Main Authors: Mamert Mbonimpa, Élysée Tshibangu Ngabu, Tikou Belem, Ousseynou Kanteye, Abdelkabir Maqsoud
Format: Article
Language:English
Published: MDPI AG 2023-06-01
Series:Minerals
Subjects:
Online Access:https://www.mdpi.com/2075-163X/13/6/806
Description
Summary:Studies have indicated the potential of mixtures of silty soil and sludge produced by active treatment of acid mine drainage for use in covers with capillary barrier effects for mine site reclamation. Very high water contents of sludge in the settling pond could negatively affect the required hydrogeotechnical properties of soil sludge mixtures with high sludge contents. The challenge is then to determine the optimum wet sludge content of soil-sludge mixtures with air entry values (AEV) and/or saturated hydraulic conductivity (k<sub>sat</sub>) required for use in mine site reclamation covers. This paper presents a method to determine the optimum wet sludge content β<sub>opt</sub> for obtaining the maximum dry density of compacted soil-sludge mixtures. Two types of soil (S1 and S2) and two types of sludge (A and W) were tested. It was observed that β<sub>opt</sub> can be determined when the initial water content of the soil used in the mixture is lower than the optimum water content determined from the Proctor curve of the soil alone (10 wt% and 6 wt% for soils S1 and S2, respectively) and that β<sub>opt</sub> does not change with increasing initial soil water content. Optimum wet sludge contents found were low (≈15 wt% and ≈7 wt% for mixtures containing soils S1 and S2, respectively) for the test conditions, indicting a limited quantity of reusable sludge in the mixtures. For all mixtures, the water content corresponding to β<sub>opt</sub> was close to the optimum water content of the soil alone. Results of soil water retention and saturated hydraulic conductivity (<i>k</i><sub>sat</sub>) tests conducted on selected optimized mixtures indicated that the mixtures based on soils S1 and S2 have air entry values higher than 20 kPa and would be suitable for use in the moisture retention layer of covers with capillary barrier effects, while soil S2 and the derived mixtures exhibited k<sub>sat</sub> < 10<sup>−7</sup> cm/s and would be potential materials for the low permeability layer in low saturated hydraulic conductivity covers.
ISSN:2075-163X