Numerical calculation of seepage field and stability analysis of dam body of closed tailings pond
et
15 févr. 2024
À propos de cet article
Publié en ligne: 15 févr. 2024
Reçu: 15 déc. 2023
Accepté: 02 janv. 2024
DOI: https://doi.org/10.2478/amns-2024-0005
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© 2024 Songli Jin et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.
In this study, taking a certain iron ore tailings pond as the research object, a closed pond engineering design was conducted to ensure its sustained and stable operation. Firstly, installation of a flood drainage system (spillway) and closure of the existing overflow tower and drainage pipe are suggested. Secondly, numerical analysis is conducted on the seepage field of the dam body to determine the position of the saturation line of the dam body under normal water storage level and design flood level. Subsequently, the stability of the dam body under various working conditions is assessed using the limit equilibrium method.