Stability investigation of embankments of a tailings pond for its dry closure: an Indian case study
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s12046-023-02157-5.pdf
Reference29 articles.
1. Vick S G 1990 Planning, design, and analysis of tailings dams. BiTech Publishers Ltd
2. Gaudio D, Masini L and Rampello S 2018 A performance-based approach to design reinforced-earth retaining walls. Geotext. Geomembr. 46: 470–485. https://doi.org/10.1016/j.geotexmem.2018.04.003
3. Jia M, Zhu W and Xu C 2021 Performance of a 33m high geogrid reinforced soil embankment without concrete panel. Geotext. Geomembr. 49: 122–129. https://doi.org/10.1016/j.geotexmem.2020.07.008
4. Jing X, Chen Y, Williams D J, Serna M L and Zheng H 2019 Overtopping failure of a reinforced tailings dam: Laboratory investigation and forecasting model of dam failure. Water 11: 315. https://doi.org/10.3390/w11020315
5. Du C, Liang L, Yi F and Niu B 2021 Effects of geosynthetic reinforcement on tailings accumulation dams. Water 13: 2986. https://doi.org/10.3390/w13212986
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