Silica project development, with a monthly production of 30,000 tons, covering pit design, drilling, blasting, loading-hauling, primary crushing, and secondary crushing. Leading the entire safety, occupational health, environmental, and community management system in the municipality of Matape, Sonora.
60,000 m³ of cut in type "C" material using explosives for the construction of Blvd. San Rafael Arcángel for the San Rafael residential development in the municipality of Nogales, Sonora.
Review and advisory of the geotechnical model applied at the Los Filos Mine.
Stability analysis of the Bench and Fill mining method.
Geotechnical and stability analysis of open-pit mining in the municipality of Ocampo, Chihuahua.
Mining method analysis for underground mines and geotechnical modeling in the municipality of Ocampo, Chihuahua.
Geotechnical Model Analysis and mining method applied at the El Rosario Unit.
Earth movement, 153,000 m³ in a 30-day period, for the construction of a ramp and embankment for RHACO placement in the municipality of Cananea, Sonora.
Geotechnical model update for the Media Luna project in Guerrero.
Geotechnical model update for the Media Luna project in Guerrero.
Geotechnical model for the Subsill underground mine, Media Luna project in Guerrero.
Geotechnical model and definition of design parameters for the Colanachi pit in the municipality of Ocampo, Chihuahua.
Installation of mesh and fortification systems in the Guajes Este pits, Media Luna project in Guerrero.
Geotechnical model for the Columbia pit, Lluvia de Oro project in Magdalena, Sonora.
Stability analysis of sector 2 of the underground mine located in Oaxaca, Mexico.
Geotechnical model, extension of the Crestón pit, Lluvia de Oro project in Magdalena, Sonora.
Stability Analysis and waste deposition plan.
Stability analysis and Fortification Plan in the Bermejal Zone.
Conceptual Geotechnical Analysis for the Cubiro UG project.
Hydrological analysis and water balances.
Technical service for Packer tests and hydraulic conductivity analysis.
Stability analysis of the central pit.
Stability analysis and extraction plan for the North Phase leach pads.
Stability analysis and definition of design parameters at a conceptual engineering level for the Realito Project.
Conceptual Geotechnical Analysis and definition of design parameters for the Reyna de Plata Project.
Base Geotechnical Model (QP Signature) and definition of design parameters for the Veta Madre Project.
Conceptual Geotechnical Analysis, Madroño UG project.
Review and analysis with a feasibility study for an underground mine for the Maimón project, Dominican Republic.
Geotechnical and cavity model.
Technical-level geotechnical model.
Stability analysis of the Filos PH3 pit.
Installation and stabilization of the Limón Profundo sector, portal for an underground mine in Guerrero.
Construction and analysis of ventilation walls for underground mining in Cucurpe, Sonora.
Geomechanical Evaluation.
Cross-departmental engineering evaluation, medium and long-term planning.
Geotechnical stability analysis.
Mining method evaluation.
Piezometer installation in leach pads.
Global stability analysis and principal geomechanical consultancy.
Technical report on global mine stability.
Geomechanical analysis of a tailings dam.
Analysis and design of a waste dump (tepetatera).
Geotechnical supervision.
Seismic analysis.
Geotechnical stability analysis.
Loading and hauling planning.
Mining method analysis.
Geomechanical analysis and pit design.
Pit stability analysis and creation of a resource model.
Geological exploration campaign.
Geological exploration.
Underground planning and engineering design.
Piezometer installation in leach pads.
Leach pad design.
Long-term underground planning, portal fortification supervision.
Leach pad design.
Economic evaluation.
Geomechanical Training.
Update of design parameters for the Virginia and Progreso pit sectors in intermediate phases, in the municipality of Ocampo, Chihuahua.
Stability Analysis of a Tailings Dam.
Analysis of parameters of intact rock from different geotechnical units.
Detailed photographic survey, soil mechanics tests.
Geomechanical evaluation and geotechnical training.