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By Julio Cesar Tremolada P.

El tiosulfato de amonio se presenta como una poderosa opción tecnológica y ecológica viable para la lixiviación de metales preciosos con respecto al proceso convencional de la cianuración. El tiosulfato es un reactivo no toxico, y de costo unitario menor que el cianuro y usado mayormente como fertilizante en la agricultura donde auxilia con la fijación de nitrógeno en el suelo. Amonio tiosulfato es un lixiviante alternativo en la lixiviación del oro para remplazar al cianuro.

Sep 1, 2017

By José Arango Ortiz

Ante los problemas económicos ocurridos durante el proceso de tratamiento hidrometalúrgico de los minerales oxidados de cobre en Cerro Verde, se decidó suspender dicho proyecto y se planteó un nuevo sistema donde era posible la lixiviación de los sulfuros. En este proceso de investigación, el uso de perforación no convencional desarrolló una función importante puesto que permitió recuperar muestras de hasta 20 metros de perforación en condiciones difíciles. Por tal motivo, el presente texto describe los mecanismos de lixivación de sulfuros desarrollados a escala industrial por el proyecto de Cerro Verde II a través de la perforación y los muestreos de los pads de lixiviación.

Nov 24, 1986

By Eleuterio León R

El presente trabajo describe el proceso de tratamiento metalúrgico desarsenizante de concentrados de cobre y concentrados tipo Bullk en la recuperación de la plata. En este sentido, la composición química y mineralógica contiene la base de un diseño donde se aplica una lixiviación acuosa con alta presión de oxígeno y se realiza a través de tres etapas: lixiviación oxidante de los concentrados, recuperación del cobre y zinc por electrólisis y la recuperación de la plata y del plomo por lixiviación con cloruro de sodio.

Nov 8, 1982

By Miguel Quispe, Miguel Gonzalez

El presente trabajo consiste en presentar la metodología realizada para la mejora de la operación dentro del pad principal con la finalidad de afrontar los problemas presentados por el incremento en finos presentes en el mineral alimentado al PAD. Esta metodología contempla el incremento progresivo del blending de mineral, mejoramiento en la remoción de las celdas, disminución de altura de los lifts desde 8 a 6 metros, incremento en la realización de pruebas metalúrgicas (pruebas granulométricas, de compactación-permeabilidad, lixiviación en columnas), un mejor control de la calidad del % de finos, y una caracterización mineralógica enfocándonos en especial a las arcillas

Sep 29, 2023

By R. Negrón

El presente trabajo describe la aplicación del proceso de lixiviación-cementización utilizado en la mina de Cerro de Pasco y en otros yacimientos de características similares. La aplicación tecnológica de la lixiviación subterránea data desde el año 1935, mientras que la lixiviación de las pilas del mineral en superficie y el proceso de cementación fueron implementados con ayuda de tecnologías análogas aplicadas en otras minas del mundo. En este sentido, si la particularidad de la lixiviación subterránea opera en áreas de explotación antigua donde las condiciones ambientales y de trabajo son bastante difíciles, impidiendo las operaciones normales que exige dicho procedimiento; el método de lixiviación-cementación en Cerro de Pasco permite recuperar una cantidad considerable de minerales de cobre dejados en el sub-suelo, de forma que se puede recuperar el contenido de cobre del mineral de pirita depositadas en pilas producto del desbroce del tajo abierto.

Nov 20, 1978

By Fernando Enrique Toledo Garay

El presente artículo busca simular a través del diseño de un prototipo de dos niveles, los fenómenos físico-químicos ocurridos en las minas Lourdes y Excelsior en Cerro de Pasco a fin de simplificar la explotación de minas, -en tanto elimina los pasos de concentración y fundición,

Jun 1, 2015

By Berny F. Rivera-Vasquez

La enargita es un mineral refractario que genera penalidades en la venta de concentrados, problemas ambientales y manipuleo durante los procesos de fundición. En ese sentido, el presente texto señala que la lixiviación de enargita es posible en un medio de sulfato ácido a presión atmosférica y temperaturas moderadas. Esta nueva alternativa de lixiviación abre nuevos horizontes, ya que este proceso es el único proceso de lixiviación química en medio sulfato capaz de disolver eficientemente concentrados de cobre con apreciables contenidos de arsénico.

Sep 14, 2009

By Tiago Silva Costa

O processo que envolve soluções aquosas para remoção do metal de valor de uma grande massa de ganga, com um beneficiamento mínimo, é denominado Lixiviação. A especificidade do agente lixiviante empregado define a capacidade de tratar soluções com baixos teores do metal de interesse e o sucesso do processo. A lama da aciaria, recolhida no sistema de limpeza dos gases oriundos do convertedor LD, e a lama da eletrogalvanização, gerada após a neutralização da solução de zinco contaminada com ferro, são resíduos sólidos gerados nas usinas siderúrgicas com potencial de serem reutilizados ou reciclados. A fim de se remover o óxido de zinco presente nas lamas, amostras foram coletadas e preparadas para sofrerem o processo de lixiviação em escala laboratorial usando soluções de hidróxido de sódio (NaOH) e ácido sulfúrico (H2SO4). Os resultados obtidos nas análises mostraram que é possível remover óxido de zinco através da lixiviação das lamas.

Aug 16, 2017

By Andrés Gonzalo Reyes Unda

Este trabalho de investigação foi realizado com a intenção de obter uma rota alternativa de lixiviação de ouro para minérios de baixo teor para uma planta industrial que adsorve ouro atualmente pelo processo CIL (Carbon in Leaching) na região da Ilha Cristalina de Rivera (ICR). Foram realizados testes em garrafões de 20 litros para estabelecer critérios de operação e dimensionamento de uma planta de lixiviação em pilhas permanentes para tratar 1.000.000 toneladas de minério por ano de minério de baixo teor (0,45 - 0,65 g/t) com granulometria menor que 12mm e com produção anual podendo alcançar de cerca de 455 kg de ouro.

Aug 16, 2017

By Ariane Gaspari Oliveira Souza

O Escândio é um elemento do grupo das terras raras que apesar de ser tão abundante quanto metais como o chumbo, raramente é encontrado concentrado nos minérios. A produção de Sc atual é inferior a 10t/ano proveniente do processamento de outros minérios e resíduos e também da recuperação de sucatas. Minérios lateríticos de níquel podem conter até 350ppm de Escândio e os resíduos do seu processamento podem ser ainda mais concentrados. Neste trabalho foi caracterizado um resíduo do processamento de minério de Níquel e avaliado o processo de lixiviação para reocupação do Escândio contido. Os principais componentes do resíduo são Fe, Cu, Ni e Co e o Escândio é da ordem de 1000ppm. A lixiviação do Escândio mostrou-se mais dependente da temperatura do que da concentração de H+ e o processo de lixiviação proposto não foi seletivo para o Escândio sendo necessárias etapas subsequentes para purificação.

Aug 17, 2017

By Júlia Mont’Alverne Martins

A Votorantim Metais processa pós de aciaria elétrica (PAE) e outros resíduos contendo zinco em sua unidade de Juiz de Fora, por meio do processo Waelz. Devido ao alto teor de óxido de cálcio (CaO) nos resíduos processados, a etapa de desalogenação apresenta baixo rendimento de remoção de fluoretos -aproximadamente 20%. O processo de lixiviação sob pressão foi testado para o tratamento de amostras de óxido Waelz (O.W.) da Votorantim Metais com o objetivo de lixiviar os cloretos e fluoretos contidos nesse material. Os parâmetros avaliados foram: temperatura de lixiviação (120°C a 180°C) e razão de carbonato de sódio (Na2CO3) adicionado (100kg/t a 200kg/t óxido Waelz), em um reator piloto com capacidade de 10L. A técnica mostrou-se eficiente para lixiviação de cloretos, com remoção acima de 94,2%. Os resultados para fluoretos obtidos apresentaram variação entre 63,0% e 96,2% de rendimento de lixiviação e uma forte correlação dos resultados com a temperatura. Esse processo mostrou-se eficiente em escala de bancada, apresentando rendimento de extração superior a 90% para a remoção de halogênios em temperaturas acima de 150°C e adição de Na2CO3 de 140 kg/t O.W.

Aug 17, 2017

The Autogenous milling of ores holds an increasing attraction as the focus moves towards reducing energy usage, both direct and embodied in grinding media. However, most of the early AG mills were converted to SAG for improved stability and increased throughput. This imposes a huge penalty in steel grinding media consumption. The LKAB iron ore operations in Sweden process highgrade magnetite through fully-autogenous milling lines to a final product P80 of about 45µm. The outcomes of P9O AMIRA research surveys, covering a wide range of mill fillings and throughputs and with different feed blends, are presented. Insights are provided on operational strategies, opportunities, the influence of feed size control and balancing the blend of competent gangue and softer magnetite. Areas of importance in the successful operation and control of energy-efficient autogenous circuits are highlighted.

Jan 1, 2012

By F. Lindroos

A cornerstone in the LKAB Green Pellet concept is to produce pellets with a small footprint in terms of energy con-sumption, CO2 emission and emission of other elements harmful to the environment, like dust, sulphur dioxides, nitrogen oxides, chloride and fluorine. The concept also encompasses our determination to make pellet products that contribute to low environmental impact and low energy consumption in our customer?s processes. The presentation will focus on the pelletizing process. It will describe both how we have attempted to decrease the generation of unwanted components in the process gas, and how we have tested or evaluated equipment for external gas cleaning. We will discuss and give examples from recent and on-going efforts and outline some of the future challenges we see, to meet our own environmental standards and also the tough demands imposed by EU and national legislation, while striving to boost production.

May 1, 2011

By Brad E. Melanson

Because mine haul trucks consume considerable quantities of fuel, they are ideal candidates for the adoption of cleaner and cheaper fuels like natural gas. Impressive fuel cost savings will be realized in regions where liquefied natural gas (LNG) has cost advantage to diesel fuel, while also providing significant reductions of air contaminants and greenhouse gases. High Pressure Direct Injection (HPDI) of natural gas utilizes the diesel cycle combustion process and therefore retains the diesel engine?s high performance and efficiency characteristics. HPDI has been demonstrated in on-road Class 8 trucks since 2001 accumulating almost 10 million kilometres to date. The supply of LNG fuel will be an essential parallel aspect in the introduction of HPDI to mining. LNG can be transported to site as diesel is today, or may be produced on or near mine operations that have access to methane sources or pipelines.

May 1, 2006

By Dongwook Kim

Recently, load and resistance factor design (LRFD) is gradually being adopted internationally in geotechnical design due to the advantages of LRFD over the existing allowable stress design (ASD). LRFD is a more advanced design method compared to the ASD because resistance factor is calibrated based on the reliability analysis for a given target reliability index. Target reliability index changes with the importance of the structure. Typically, target reliability index of offshore foundation is less than those of onshore. The widely-used Imperial College Pile (ICP) design method is used for the calculation of pullout capacity of driven piles. The uncertainties regarding pullout capacities of driven piles are assessed using the statistical data reported in the literature. The first-order reliability method (FORM) is used to calibrate resistance factors for the pullout ultimate limit states of the driven piles for three different levels (2.5, 3.0, and 3.5) of target reliability index. The load factors used in this paper are the ones proposed in the AASHTO LRFD bridge design specifications.

Jan 1, 2010

By Nic Slatalla

Resin anchored rock bolts are an effective tool to control the deformation of an underground opening because they combine high support capacity with fast installation. However, there are still numerous shortcomings concerning the understanding and interaction of the system bolt-resin-rock. Field and laboratory test series have been conducted for evaluating the load capacity and bond strength of resin grouted rock bolts in different host rocks under axial load. This paper describes that the behavior and shear strength of the system bolt-resin-rock depends on the rock type and discusses a simple correlation between peak shear strength and shear stiffness in the ratio 1:1000 which may moreover be helpful for estimating rock bolt capacity after installation.

Jan 1, 2006

By T. M. Klemetti, T. J. Batchler, T. J. Matthews

"From 2011–2016 there were 1,511 documented injures, including 7 fatalities, from ground falls in U.S. underground coal mines. The majority of these ground fall injuries were not caused by a major roof collapse, but from falls of smaller rocks from the immediate roof. Roof screen can significantly reduce the number of these injuries and has been widely utilized in underground coal mines for surface control. Because of the potential of reducing ground-fall injuries, the National Institute for Occupational Safety and Health (NIOSH) is further evaluating the performance characteristics of welded wire screen as used in underground coal mines by conducting a laboratory testing program at the Mine Roof Simulator (MRS) in Pittsburgh, PA. The load-displacement characteristics of a 2.4-m x 3.7-m panel of 8-gauge welded screen were evaluated using a newly designed, large laboratory screen test frame with multiple load pull locations. This screen was tested in a configuration that simulates current installation practices in U.S. coal mines. In this study, the effects of displacement loading rate, load pull surface geometry, and the inclusion of roof channel on the screen performance were evaluated. Ultimately, the type of information obtained in this and similar studies can be used to aid in developing wire roof screen design criteria and to assist mine operators in the selection and use of roof screen in underground mines. INTRODUCTION Over 1,500 injures, including 7 fatalities, occurred from 2011–2016 from ground falls in U.S. underground mines with the majority of these ground-fall injuries caused by falls of smaller rocks from the immediate roof. Various controls are currently being used in mines to control this surface rock, including the use of wire roof screen. In mines where wire roof screen has been installed, injuries from rock falls have been reduced dramatically (Robertson and Hinshaw, 2001). Roof screen has the potential to prevent hundreds of injuries caused by the fall of small rocks between permanent roof supports (Comptonet al., 2007). Because of this potential for reducing ground-fall injuries, the National Institute for Occupational Safety and Health (NIOSH) is evaluating the performance characteristics of welded wire screen as used in underground coal mines by conducting a laboratory testing program at the Pittsburgh Research Laboratory (PRL)."

Jan 1, 2018

By Dennis R. Dolinar

Screen material in the form of welded wire mesh and geogrids are used in underground coal mines to prevent the fall of small pieces of rock from the roof between roof bolts. Further, if the screen is installed during the production cycle, roof fall injuries can be reduced significantly. Therefore, the National Institute for Occupational Safety and Health (NIOSH), because of the safety implications, conducted an evaluation of screen materials commonly used in U.S. coal mines to determine their support characteristics and identify the parameters that could affect their performance with respect to controlling the fall of rock from the roof surface. To evaluate the load and stiffness characteristics of the screen, a test frame was designed and installed in the Mine Roof Simulator (MRS) at the NIOSH Pittsburgh Research Laboratory (PRL). With this test set up, the screen is bolted at four corners of the frame and a center load is applied. The test set up allows for up to 20 in of screen deflection while the load and screen defection are continuously recorded. A series of tests were conducted to evaluate the effects of various parameters such as bolt tension, the type of load bearing surface and the size of bearing plates on welded screen performance. The most common screen material used in U. S. coal mines is an 8-gauge wire welded in a 4-by-4-in spacing or aperture. The peak screen load was normally limited by wire breakage. The conditions at the bearing plate influence the nature of the wire breakage. However, the screen stiffness was controlled by slippage at the bearing plates, and by weld and wire failure. The size of the bearing plate had a significant effect on the performance of the welded screen. Therefore, the design capacity of the 8-gauge screen is evaluated based on plate size. For a 6-by-6-in bearing plate the average peak load is 2,900 lb with a stiffness of 250 lb/in. For an 8-by-8-in bearing plate, the average peak load is 4,500 lb with a stiffness of 430 lb/in. These test results are based on a 4-by-4-ft bolt spacing. A geogrid mesh was also tested.

Jan 1, 2006

By Deno M. Pappas

The purpose of this U.S. Bureau of Mines study was to determine the material stiffness properties of the gob for use in numerical models of rock mass response to longwall mining. Photographs of actual mine gob were used to approximate particle size gradations of gob material. The gradation curve was shifted down to a laboratory scale, and 20 uniaxial compression tests were conducted on simulated gob material from 3 different rock types. The study found that the nonlinear stress-strain curves obtained from the three materials were similar, and could be represented in terms of moduli as follows: Es = 2.36s + 1,360 (1) Et = 0.00181s2 + 9.33s + 294 (2) where Es = secant modulus, psi Et = tangent modulus, psi and, s = stress level (due to overburden), psi. These curves correlated well with the theoretical solution curves developed by Salamon. Other effects on gob behavior were attributable to these studied factors including void ratio, thickness-to-width shape ratio, and rock compressive strength. The generated equations should provide numerical modelers with a practical means of estimating gob modulus as a function of stress level.

Jan 1, 1993

In this paper a numerical formulation is presented for determination of the axial load along a cable bolt for a prescribed distribution of rock mass displacement. Results using the program CABLE indicate that during excavation, the load distribution that develops along an untensioned fully grouted cable bolt depends on three main factors: (i) the properties of the cable itself, (ii) the shear force that develops due to bond at the cable-grout interface (i.e. bond stiffness), and (iii) the distribution of rock mass displacement along the cable bolt length. In general, the effect of low modulus rock and mining induced stress decreases in reducing bond strength as determined from short embedment length tests, is reflected in the development of axial loads significantly less than the ultimate tensile capacity even for long cable bolts. However, the load distribution is also dependent on the deformation distribution in the reinforced rock mass. Higher cable bolt loads will be developed for a rock mass that behaves as a discontinuum with deformation concentrated on a few fractures, than for one which behaves as a continuum, either due to a total lack of fractures or a very high fracture density. This result suggests that the stiffness of a fully grouted cable bolt is not simply a characteristic of the bolt and grout used, but also of the deformation behavior of the ground. In other words, the same combination of bolt and grout will be stiffer if the rock behaves as a discontinuum than if it behaves as a continuum. This paper also explains the laboratory test programme used to determine the constitutive behavior of the Garford bulb and Nutcase cables bolts. Details of the test setup as well as the obtained results are summarized and discussed.

Jan 1, 1996