Analysis of Deformations of Gravel Columns in Tailings Dams Using the Finite Element Method and Constitutive Equations

Author:

Lara KelyORCID,Mamani RoxanaORCID,Cárdenas JorgeORCID

Publisher

Atlantis Press International BV

Reference26 articles.

1. Arce A. and East C. (2019). The reality of tailings storage in Peruvian mines/interviewed by the Institute of Mining Engineers of Peru (IIMP). Mining Thursday. Retrieved from http://www.rumbominero.com/noticias/mineria/peru-tiene-una-buena-ingenieria-en-la-construccion-de-presas-de-relaves/#dw_accordions-8-text-dw-widget-1 [Accessed: March 29, 2021]

2. Balaam, N.P. & Booker, J.R. 1981. Analysis of rigid rafts supported by granular piles. Int. J. Num. Anal. Meth. Geomech. 5,379-403

3. Blanco, J. (2019) Thesis: Analysis of the dissipation of pore pressures of a caisson spring with an improvement of the terrain with gravel columns. Escola de Camins. Barcelona

4. Barrios, J. (2017) Thesis: Stability analysis of a thickened tailings deposit located on a conventional tailings dam. Federico Santa María Technical University Department of Civil Works Valparaíso – Chile

5. Bouckovalas G. et al, (2009). Gravel drains for the remediation of liquefiable sites: The Seed & Booker (1977) approach revisited Published: International Conference on Performance-Based Design in Earthquake of Conferences.

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