Trabajo ganador en PERUMIN Hub, categoría: Innovaciones por Validar, PERUMIN 35.

Por: Utili S., OptimalSlope Ltd, Londres, Reino Unido; Agosti A., Escuela de Ingeniería, Universidad de Newcastle, Newcastle upon Tyne, Reino Unido; Morales N., Département de génies civil géologique et des mines, Polytechnique Montréal, Canadá; Valderrama C, Itasca Chile, Santiago, Chile; Pell R., Minviro Ltd, Londres, Reino Unido, y Albornoz G., SRK Chile, Santiago, Chile. 

Abstract

The steepness of the slopes of an open pit mine has a substantial influence on the financial return of the mine. The paper proposes a novel design methodology where overall steeper pitwalls are employed without compromising the safety of the mine. 

In current design practice pitwall profiles are often planar in cross-section within each rock layer, i.e. the profile inclination across each layer tends to be constant. Here instead, a new geotechnical software, OptimalSlope, is employed to determine optimal pitwall profiles of depth varying inclination. OptimalSlope seeks the solution of a mathematical optimization problem where the overall steepness of the pitwall, from crest to toe, is maximized for an assigned lithology, geotechnical properties and Factor of Safety (FoS). 

Bench geometries (bench height, face inclination, minimum berm width) are imposed in the optimization as constraints which bind the maximum local inclination of the sought optimal profile together with any other constraints such as geological discontinuities that may influence slope failure. The obtained optimal profiles are always steeper than their planar counterparts (i.e. the planar profiles exhibiting the same FoS) up to 8 degrees depending on rock type and severity of constraints on local inclinations. 

The design of a copper mine is first carried out employing planar pitwalls, secondly adopting the optimal pitwall profiles determined by OptimalSlope. The adoption of optimal slope profiles leads to a 34% higher net present value and reductions of carbon footprint and energy consumption of 0.17 Mt CO₂ eq and 82.5 million MJ respectively due to a 15% reduction of rockwaste volume.