Response of Artificially Cemented Iron Ore Tailings for Dry Stacking Disposal over a Wide Range of Stresses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-023-00711-w.pdf
Reference36 articles.
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2. Ahmed SI, Siddiqua S, Renner S (2018) Development of a model to predict consolidation of tailings. Environ Geotech 5:271–284. https://doi.org/10.1680/jenge.15.00013
3. Ledesma O, Sfriso A, Manzanal D (2022) Procedure for assessing the liquefaction vulnerability of tailings dams. Comput Geotech 144:104632. https://doi.org/10.1016/j.compgeo.2022.104632
4. Armstrong M, Petter R, Petter C (2019) Why have so many tailings dams failed in recent years? Resour Policy 63:101412. https://doi.org/10.1016/j.resourpol.2019.101412
5. Owen JR, Kemp D, Lèbre É et al (2020) Catastrophic tailings dam failures and disaster risk disclosure. Int J Disaster Risk Reduct 42:101361. https://doi.org/10.1016/j.ijdrr.2019.101361
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1. Effect of Cement Type on Compacted Iron Ore Tailings-Binder Response Blends: Comparative Study;Journal of Materials in Civil Engineering;2024-08
2. Iron ore tailings stabilization with alternative alkali-activated cement for dry stacking: mechanical and microstructural insights;Canadian Geotechnical Journal;2024-04-01
3. Field and laboratory study of iron ore tailings–Portland cement blends for dry stacking;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2023-10-26
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