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Slope Stability Analysis of Improved Wasted Mine Tailing Landfill Using Fine Recycled-Concrete Aggregates  

Ahn, Nam-Kyu (Department of Civil & Environmental Eng., Chung-Ang University)
Kim, Tae-Hyung (Division of Civil & Environmental System Engineering, Korea Maritime University)
Oh, Je-Ill (Department of Civil & Environmental Eng., Chung-Ang University)
Lee, Ju-Young (Department of Environmental Engineering, Chung-Ang University)
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Abstract
An extensive numerical analysis is carried out to investigate the slope stability of the wasted mine tailing landfill constructed by the utilization of fine recycled-concrete aggregates. To do this, first, the physical and mechanical properties of the fine recycled-concrete aggregates and the wasted mine tailing are investigated, and the settlement and the change of material properly of the fine recycled-concrete aggregates resulted from reaction with water are also examined. The $OH^-$ elution from the fine recycled-concrete aggregates reacted with water slightly causes the change of material properties such as porosity, permeability and waster absorption, but the settlement does not happen noticeably. The results of numerical analysis of the landfill slope built with wasted mine tailing and recycled-concrete aggregates in alternate layer indicate that slope stability increases with decreasing the slope ratio, with decreasing the groundwater level inside slope, and with increasing the depth of fine recycled-concrete aggregate layer. Based on this study, thus, engineers working in related to the wasted mine tailing landfill design and construction using the fine recycled-concrete aggregates should be considered the slope ratio, the groundwater level, the depth of fine recycled-concrete aggregate layer.
Keywords
Waste Mine Tailing; Acid Mine Drainage; Recycled-Concrete Aggregates; Slope Stability; Landfill;
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