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Carolina holds a master's degree in geotechnical engineering and has specific experience in the field, having worked on various mining and civil engineering projects.
She has extensive experience in the analysis and geotechnical design of dams using 2D and 3D numerical modeling and she is an expert in stability studies and geotechnical design for spent ore dumps, waste dumps, leach pads, and tailings deposit.
Carolina has led important projects for geotechnical research, design for foundations and slopes including large field exploration campaigns at pre-feasibility and feasibility engineering level.
In this paper, a review of the parameters influencing the pseudo-static analyses results of downstream and upstream tailings sand dams is presented.
Learn MoreIn Chile, the limit equilibrium analysis under pseudo-static conditions is compulsory according to the Supreme Decree 248 (DS248), which establishes a minimum factor of safety (FoS) of 1.2 for stability analysis.
Learn MoreIn this paper, the CPT-based soil classification correlations proposed by Robertson (1990), Jefferies & Davies (1991), Eslami & Fellenius (1997), Shuttle & Cunning (2008), Robertson (2010), and Robertson (2016) are evaluated using real CPT data from copper mine tailings.
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