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S. K. Shukla

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Open access Sep 2026

Analysis of Geosynthetic-Reinforced Tailings Dam Slopes Subjected to Surface Loads

This study presents an extensive numerical investigation of the stability of a geosynthetic-reinforced tailings dam embankment slope subjected to surface loads from retained pyrite tailings slurry upstream of the dam. The analysis was performed on an embankment with an inclination of 1V:2.5H on the upstream slope a...

Francis Otieno, S. K. Shukla · 0 citations

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