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In this paper, an extensive numerical modelling exercise is performed to determine which are the main aspects of the soil and the earthquakes that control the liquefaction phenomenon and understand why these methods work so well.
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This technical presentation evaluates the effects of void ratio non-uniformities and the lubrication of end platens on the undrained triaxial compression behaviour of a sand.
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Dive into the assessment of static liquefaction triggering in tailings dams and understand the role that the soil water characteristic curve (SWCC) plays.
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This paper describes a simplified procedure to analyse the stability of tailings storage facilities at screening level, employing a quasi-1D FEM model. NorSand critical state constitutive model was employed.
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This study finds similarities and differences between jurisdictions hosting medium and large-scale mining in Australia and LATAM.
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In this document, we use real data from a local experience for haul road closures. We propose an alternative method to estimate closure costs for an earthmoving group that contemplates a base work crew and base construction equipment to calculate key productivity.
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