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By María Quintana, Valerio Yachachin, Juan Rodríguez

Con el interés de evitar un inadecuado descarte de lámparas fluorescentes y favorecer su reciclaje y aprovechamiento, en este estudio técnico se analizó el contenido de tierras raras (REE, por sus siglas en inglés) presente en varias marcas de lámparas. Caracterizado el polvo fluorescente, se procedió a usar la lixiviación ácida multietapas como método de trabajo para el reciclaje, obteniendo como resultado relevante la extracción del itrio en su totalidad.

Aug 30, 2020

By María del Rosario González Moradas

El presente texto señala las diversas metodologías adoptadas para la evaluación del impacto visual de la industria extractiva en Asturias (Norte de España) mediante el empleo de las herramientas SIG. Para ello, se evaluaron individualmente el impacto visual de tres canteras de diferente tamaño y morfología, de forma que se obtuvieron las longitudes y superficies aparentemente visibles desde cualquier punto. Así también se analizó la competencia de utilizar el campo visual ocupado por la cantera, el cual se ha calculado a partir del ángulo sólido. Finalmente, se muestran los resultados de las 98 explotaciones a cielo abierto ubicadas en la región y que son adquiridos a partir del modelo digital de elevaciones de resolución 5 m y de los contornos de las zonas explotadas.

Feb 1, 2015

By Roberto Rosario

El presente trabajo la factibilidad de la evaluación realizada en la capacitación del personal minero. Esta evaluación comprende el control de calidad del producto formativo y para ello, es necesario que se definan los objetivos deseados con dicho trabajo y que los efectos se mantengan a lo largo del tiempo. En esta perspectiva, la capacitación fue aplicada en Pan American Silver de la mina Quiruvilca en el mes de octubre y la evaluación se desarrolló dos meses después. Las etapas de la evaluación fueron: entrada, salida y desempeño (autoevaluación). Esta última permitió conocer el conocimiento obtenido en los participantes, concluyendo en un resultado positivo en tanto mejora el autoestima, actitudes, comportamiento laboral y desempeño.

Sep 13, 2001

By Luis Enrique Vargas V.

A medida que la tecnología minera en equipos de extracción de material de gran tamaño avanza, el minado de material volado y/o disparado crece notablemente y la excavación a taludes finales son realizados en menor tiempo. Este trabajo se enfoca en recomendar mallas y cargas, que minimicen o reduzcan el daño en las paredes del talud, ya sea por vibración provocado por las voladuras, o por el proceso de minado en la mina Toquepala.

Sep 1, 2017

By Alcides Eloy Cano

Los recursos minerales de un depósito está en función de las dimensiones de la geometría del cuerpo mineral, así como sus reservas minables permiten saber el verdadero valor económico de su contenido. En este sentido, la Geotecnia es una herramienta que define las condiciones de los esfuerzos in situ, predice el comportamiento alrededor de excavaciones subterráneas e interactúa con las labores próximas, así como también la distribución de esfuerzos. Por ello, el presente trabajo señala la aplicación de esta herramienta a una mina subterránea de Oro localizada en el Perú, donde se tiene bloques de mineral económicos, así como señala su accesibilidad con leyes encima del Cut-Off. De forma que se recupera el mineral económico a través de las rutas críticas de carguío, en función de la viabilidad de autosostenimiento.

Sep 12, 2011

By Luis Enrique Vargas

En las operaciones a tajo abierto, la generación y control de vibraciones juegan un papel importante en la estabilidad de taludes a lo largo del tiempo. Para mantener un diseño de minado óptimo y seguro en Toquepala, el autor ha contemplado 7 factores (caracterización geotécnica, diseño de malla, diseño de carga, análisis de secuencia de tiempos entre taladros y filas, análisis de vibración tanto en piso como en cara de banco, calidad del precorte y evaluación geotécnica de voladura mediante celdas) al desarrollar esta metodología denominada Evaluación geotécnica integral de voladura. El trabajo incluye conclusiones y recomendaciones precisas.

Sep 20, 2019

By Julio G. Poterico

La minería es una actividad económica de desarrollo sostenible que requiere de una adecuada gestión para garantizar el funcionamiento de los proyectos. En ese sentido, el presente trabajo describe el uso de la evaluación multicriterial optimizada (Modelo IMCA) para cuantificar las alternativas: externalidad positiva y negativa. El modelo IMCA es una metodología inclusiva, participativa, vinculante, medible, confiable y comprensible que jerarquiza alternativas y escoger el mejor escenario evaluado en un contexto holístico, de forma que este modelo aporta a la mejora de decisiones adecuadas y sostenibles y evita conflictos sociales.

Jul 1, 2012

By Manuel Villanueva Bullón

El presente trabajo describe la factibilidad del programa por computadora en los proyectos de minado no masivo a cielo abierto. Dicho programa permite calcular la cubicación del mineral como del material estéril para los tres ángulos de talud diferentes, as leyes de veta sin diluir y las relaciones desmonte-mineral para cada sección y zona explotada. En este sentido, la utilización de la computadora ahorra tiempo en los cálculos, aprovechándolo en beneficio del planeamiento de operaciones mineras.

Nov 20, 1978

By Alvaro Linares Rivas

El presente trabajo evalúa el potencial de material licuable factible de colapsar a través de parámetros calculados en el laboratorio y la información sobre la dinámica del suelo. El análisis comprende un control de calidad referido a granulometrías, densidades, taludes y construcción.

Oct 14, 1980

By Giselle Vera

En este estudio se identificaron y evaluaron alternativas de cierre para una Planta Concentradora de un proyecto minero ubicado en Perú, considerando medidas de cierre convencionales como; desmontaje, desmantelamiento y demolición, además de opciones de transferencia, entre otras. Se tuvo en cuenta la caracterización de las condiciones ambientales y socioeconómicas de la zona, actividades de terceros, aspectos legales relacionados a la alternativa evaluada y aspectos técnicos y económicos de las medidas de cierre identificadas.

Sep 29, 2023

By Antony: Guizado Aguedo Julio, Máximo Simon

La industria minera genera al día millones de toneladas de relaves al día producto de sus operaciones, las cuales son depositadas en presas de relave de grandes dimensiones. En consecuencia, la gestión eficiente de estos residuos para la mitigación de impactos en el ambiente, así como también la sostenibilidad de las operaciones se ha convertido en un gran reto de la minería actualmente. En ese sentido, mediante un enfoque de economía circular, el presente documento detalla la evaluación técnica realizada a los relaves auríferos de poderosa para su aprovechamiento como materiales de construcción prefabricados (ladrillos) mediante la generación de redes geopolimeras.

Sep 30, 2022

By Lawrence D. May, Harry Mudgett

"In the course of developing a new industrial process, information produced at the Research and Development (R&D) stage is critical to determining the technical and economic feasibility of the project. Understanding the fundamental operating parameters for each unit operation in a flowsheet typically comes from historical knowledge of similar systems or by technical development through a robust research program. This approach holds true for processes incorporating fluidized-bed technology. In this paper, the authors will present a practical approach for performing a research study that will allow a process owner to determine if the concept of using a fluidized-bed system can become a reality. Included are discussions of key steps required at each level of the R&D program, and the critical information required for advancing the project to the next stage.IntroductionThe conduct of a research and development program typically starts with a process owner identifying a new industrial need or modification to an existing operation. The owner can pursue this need through multiple routes, including initial in-house development, coordination through an engineering firm, contacting suppliers of key equipment envisioned for the process, or through direct contact with research and development organizations. Where and when the project is conducted is as variable as the number and types of owners who pursue them. Factors that can influence the decision of where to conduct a research program can include the type of process desired, the scale and scope of the project, the location of the project site relative to the R&D options, the experience, capability, and availability of the potential research sources, and the costs to conduct the program. Often, the owner may choose a combination of the available resources to achieve their objectives. In the end, the owner's choice should be based on a thorough understanding of their goals and objectives for the program, and a good understanding of how to measure success while achieving those objectives. Herein, the authors will describe the methods we have typically used to develop the information an owner needs to make an educated decision for investing in a new or modified process."

Jan 1, 2014

How often have you faced the adjustable speed drive dilemma: Of all the medium horsepower drive variations around, which one is most cost-effective? Regardless of the industry-from mineral processing to power generation- there is always one optimum drive which will outperform the rest. Philadelphia Gear Corp. recently asked its applications engineers to identify the most typical questions they receive regarding adjustable speed drives. Over a wide spectrum of applications-such as drives for conveyors, crushers, fans, blowers, mills, pumps, and compressors- the following 20 questions surfaced most often. The questions, and our answers, may be helpful when evaluating your next medium hp adjustable speed drive application.

Jan 11, 1978

By Lawrence W. Gubbe

Air blast associated with detonation of explosives in mining, construction or military applications is often responsible for complaints by people who live or work in the vicinity of the activity. Most often, the complaints are based on the perception that vibration caused by the airblast damaged one or more residential buildings that may be located within several hundred feet or several miles from the blast site. The potential for airblast to cause damage is related to the amplitude and frequency of the airblast overpressure wave at the receptor. Amplitude and frequency of the overpressure wave are, in turn, dependent upon the type and amount of explosive detonated; the degree of confinement; the distance the wave travels; the topography between the blast site and the receptor; and, atmospheric conditions. It is well known that, as the result of atmospheric focusing, the amplitude of airblast overpressure that exists relatively far from the blast site may be substantially higher than the amplitude associated with the attenuated wave in an isotropic atmosphere. Two methods are available to predict baseline overpressures 1) the Sandia Laboratories, Atomic Energy Commission method as extended by the Naval Ordinance Laboratory (NOL method) and the Ballistic Research Laboratory method (BRL method). These methods are developed by different techniques, are based on different idealized atmospheres and predict widely different results. The amplification factor applied to account for the effect of focusing must be consistent with the method used to predict the baseline overpressure. Theoretically, the amplitude of the overpressure at distances several miles from the blast site could be more than 25 to 100 times the amplitude of the attenuated wave predicted by the BRL method. However, based on comparisons with measured overpressure data is probably less than approximately 3 times the amplitude of the attenuated wave as predicted by the NOL method. This paper is based on research conducted as part of investigations of airblast damage complaints associated with an accidental explosion near Eveleth, Minnesota and with the disposal of military explosives by detonation at the Sierra Army Depot near Herlong, California. The techniques available for estimating the airblast overpressure that might be generated at various distances from the blast site and criteria for evaluating the potential for damage are examined.

Jan 1, 2004

It is well known that the ability to influence project value reduces significantly as planning progresses and decisions regarding project parameters are made. However, at the prefeasibility stage in particular, where one of the main aims should be to evaluate a wide range of options in order to select the best for more detailed further study, there is often a reluctance to spend the time and money needed to do this rigorously. This paper demonstrates, by a number of case study examples, how significant increases in value may be obtained by fully evaluating the combinations of alternatives for various project design parameters, including (though not limited to) mining methods, haulage methods, mining rates, processing methods and rates, sequencing of mining, and cut-off grades, with changes and upgrades over time where applicable. The additional value unlocked is typically orders of magnitude greater than the additional cost of the more comprehensive study. The dangers of misuse of simplistic sensitivity analyses and failure to identify how strategies might change in response to changes in external factors are also illustrated, and the importance of selecting the best ægrade descriptorÆ is discussed.

Jan 1, 2007

It is well known that the ability to influence project value reduces significantly as planning progresses and decisions regarding project parameters are made. However, at the prefeasibility stage in particular, where one of the main aims should be to evaluate a wide range of options in order to select the best for more detailed further study, there is often a reluctance to spend the time and money needed to do this rigorously. This paper demonstrates, by a number of case study examples, how significant increases in value may be obtained by fully evaluating the combinations of alternatives for various project design parameters, including (though not limited to) mining methods, haulage methods, mining rates, processing methods and rates, sequencing of mining, and cut-off grades, with changes and upgrades over time where applicable. The additional value unlocked is typically orders of magnitude greater than the additional cost of the more comprehensive study. The dangers of misuse of simplistic sensitivity analyses and failure to identify how strategies might change in response to changes in external factors are also illustrated, and the importance of selecting the best `grade descriptor' is discussed.

Jan 1, 2007

By Paul W. Mayne

Axial pile performance can be rationally evaluated within an elastic continuum framework using field results from seismic piezocone tests (SCPTu). Adopting a versatile Randolph-type elastic pile model, the approach can be applied to either traditional top down loading using an anchored reaction beam or the newer Osterberg cell that simultaneously pushes the base and shaft in opposite directions. The axial load distribution within the shaft is also evaluated. For site-specific data at a given site, the SCPTu is an optimal means for collection of subsurface information because it combines penetrometer readings and downhole geophysics in one sounding. The results obtained are at opposite ends of the stress-strain-strength curves, specifically the peak strength for capacity interpretations and the small-strain stiffness (Emax) for evaluating the initial deformations. Axial pile capacity can be analyzed using both direct and indirect CPT methods. As such, the approach allows for a complete representation of the axial load-displacement-capacity curve for pile response. Case studies are presented for deep foundations situated in stiff clays at two national geotechnical test sites located in Houston and College Station, Texas, using top down loading, as well as a third case study of a drilled shaft in clay till loaded by O-cell in Alberta.

Jan 1, 2009

By Sailesh S. Author

The current design method for soil-cement (SC) columns improved soft clayey ground under the highway embankments assumes a slip circle failure surface shearing through the columns and the soils using a weighted average shear strength. However, the results from the laboratory centrifuge model test and numerical analysis indicate that in many cases, the SC columns fail by bending. Some researchers have proposed methods for estimating the maximum embankment loading for bending failure of SC columns, but those methods have limitations in correctly considering the internal shear stresses or not applicable for the group SC column improvement. Numerous model embankments on SC columns have been simulated by three-dimensional (3D) finite element analysis (FEA) and the mechanism of bending failure and the magnitude of the bending moment in the SC columns under embankment load has been investigated. Based on the simulated results, the design method for the estimation of the bending failure of floating SC columns has been proposed. The predicted results from the proposed method agreed with the existing field condition of one embankment in Saga, Japan reported in the literature in terms of the stability of columns. Hence the proposed method can be used for the design of floating SC columns in the soft ground.

By Jim Gunderson

Jan 1, 2004

By Anthony Iannacchione

Designing coal pillars to provide resistance against overburden loads has long been an aim of rock mechanics engineers. The need for accurate pillar strength models has become more urgent as greater overburdens are encountered and pillar sizes grow larger. Current pillar design models differ widely in their predictions of the trend in pillar strength with increasing pillar width-to-height ratio. The goal of this paper is to evaluate current pillar strength theories, using a comprehensive data base of stress measurements from coal pillars. The stress measurements indicate that coal pillars maintain relatively high stresses near the ribline, and that the stress gradient within the yield zone can be approximated as a straight line. Several problems are identified for further research, including calibration procedures for different types of stress cells, strain softening behavior in the yield zone, and measurement of stresses in the cores of very wide pillars.

Jan 1, 1992