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The development of the geotechnical risk model for the Chuquicamata mine started in 2005 and included the safety and economic impacts of slope failures at different scales (Tapia et al. 2007; Steffen et al. 2008).
Learn MoreWhen Hoek-Brown failure-criterion (H-B) is selected, their parameters are determined as the ones that better fit data; therefore, depends on the method of fitting, the experimental error and statistical sufficiency of data.
Learn MoreThe assessment of rock mass blockiness is fundamental for any geotechnical study, managing and validating geotechnical information is then critical for rock mass characterization purposes, especially when the borehole information is limited or the available cores are disturbed.
Learn MoreThis article describes remediation options for wind-remobilised old tailings at an 81-year Pb-Zn-Ag mine in NW-Argentina.
Learn MoreThis presentation is available as part of the 3rd South American Symposium on Rock Excavations and covers the following: Geotechnical characterization, Bench berm design, Interramp and overall slope stability, and Geotechnical risk map.
Learn MoreLithium brines, today’s main lithium source have been increasingly studied in recent years.
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