Open Access
Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
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Article Number | 14006 | |
Number of page(s) | 9 | |
Section | Behaviour, Characterization and Modelling of Various Geomaterials and Interfaces - Sensitive and Liquefiable Soils: Tailings and Other Highly Brittle Strain-Softening Soils | |
DOI | https://doi.org/10.1051/e3sconf/202454414006 | |
Published online | 02 July 2024 |
- Arroyo, Marcos, and Antonio Gens. 2022. “Computational Analyses of Dam I Failure at the Corrego de Feijao Mine in Brumadinho. Final Report for VALE S.A.” [Google Scholar]
- Cordeiro, Diana, Fausto Molina-Gomez, Cristiana Ferreira, Sara Rios, and Antonio Viana da Fonseca. 2022. “Cyclic Liquefaction Resistance of an Alluvial Natural Sand: A Comparison between Fully and Partially Saturated Conditions.” Geotechnics 2 (1): 1–13. https://doi.org/10.3390/geotechnics2010001. [CrossRef] [Google Scholar]
- Fourie, A B, and L Tshabalala. 2005. “Initiation of Static Liquefaction and the Role of K 0 Consolidation.” Canadian Geotechnical Journal 42 (3): 892–906. https://doi.org/10.1139/t05-026. [CrossRef] [Google Scholar]
- Gens, A. 2019. “Hydraulic Fills with Special Focus on Liquefaction.” Proc. XVII European Conference on Soil Mechanics and Geotechnical Engineering, 1–31. https://doi.org/10.32075/17ECSMGE-2019-1108. [Google Scholar]
- Manica, Miguel A., Marcos Arroyo, Antonio Gens, and Lluis Monforte. 2022. “Application of a Critical State Model to the Merriespruit Tailings Dam Failure.” Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 175 (2): 151–65. https://doi.org/10.1680/jgeen.21.00001. [CrossRef] [Google Scholar]
- Ramos, Catarina, Antonio Viana da Fonseca, and Jean Vaunat. 2015. “Modeling Flow Instability of an Algerian Sand with the Dilatancy Rule in CASM.” Geomechanics and Engineering 9 (6): 729–42. https://doi.org/10.12989/gae.2015.9.6.729. [CrossRef] [Google Scholar]
- Verdugo, Ramon. 2022. “Static Liquefaction in the Context of Steady State/Critical State and Its Application in the Stability of Tailings Dams.” In , 214–35. https://doi.org/10.1007/978-3-031-11898-2_11. [Google Scholar]
- Verdugo, Ramon, and Kenji Ishihara. 1996. “The Steady State of Sandy Soils.” Soils and Foundations 36 (2): 81–91. https://doi.org/10.3208/sandf.36.2_81. [CrossRef] [Google Scholar]
- Viana da Fonseca, Antonio, Davide Besenzon, Fausto Molina-Gomez, Diana Cordeiro, Sara Rios, Bruno Guimaraes Delgado, Antonio Mendonca, and Marcos Arroyo. 2023. “Exploring the Uniqueness of Compression and Critical State Lines for Iron Ore Silty-Sand Tailings.” Geomechanics for Energy and the Environment, under review. [Google Scholar]
- Viana da Fonseca, Antonio, Diana Cordeiro, and Fausto Molina-Gomez. 2021. “Recommended Procedures to Assess Critical State Locus from Triaxial Tests in Cohesionless Remoulded Samples.” Geotechnics 1 (1): 95–127. https://doi.org/10.3390/GEOTECHNICS1010006. [CrossRef] [Google Scholar]
- Viana da Fonseca, Antonio, Diana Cordeiro, Fausto Molina-Gomez, Davide Besenzon, Antonio Fonseca, and Cristiana Ferreira. 2022. “The Mechanics of Iron Tailings from Laboratory Tests on Reconstituted Samples Collected in Post-Mortem Dam I in Brumadinho.” Soils and Rocks 45 (2): 1–20. https://doi.org/10.28927/SR.2022.001122. [CrossRef] [Google Scholar]
- Yamamuro, Jerry A., and Kelly M. Covert. 2001. “Monotonic and Cyclic Liquefaction of Very Loose Sands with High Silt Content.” Journal of Geotechnical and Geoenvironmental Engineering 127 (4): 314–24. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(314). [CrossRef] [Google Scholar]
- Yu, H. S. 1998. “CASM: A Unified State Parameter Model for Clay and Sand.” International Journal for Numerical and Analytical Methods in Geomechanics 22 (8): 621–53. https://doi.org/10.1002/(SICI)1096-9853(199808)22:83.0.CO;2-8. [CrossRef] [Google Scholar]
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