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By Jerry Valladares Vila, Rodrigo Tovar

"Actualmente la industria minera subterránea se enfrenta a procesos cada vez más complejos y desafiantes en la planificación minera de corto, mediano y largo plazo; la tendencia a la baja en las leyes de los yacimientos, el incremento de los costos operacionales, la escasez de los recursos y los riesgos operacionales, son las nuevas limitantes a la hora de lograr producciones programadas. La planificación táctica mediante herramientas computacionales (software minero) permite incorporar todas estas variables en el proceso de programación, obligando a los planificadores a utilizar métodos más sofisticados que satisfagan todas las necesidades y que se ajusten a los objetivos y lineamientos Estratégicos de la compañía, siendo el objetivo del plan táctico buscar constantemente la maximización del VAN esperado del negocio. "

Sep 1, 2017

By Christa Quiroz

"Uno de los casos particulares en perforación y voladura es la presencia de terreno reactivo, que presenta alta temperatura por sulfuros y puede generar una reacción espontánea con el nitrato de amonio, generando gases por descomposición de pirita y elevación de la temperatura de manera descontrolada. El presente paper trata ésta problemática y aportará a la investigación en el tema, con el objetivo de incrementar la tasa de excavación en el stock de sulfuros transicionales profundos ubicado al sur del tajo Yanacocha, en Minera Yanacocha SRL, Cajamarca – Perú., donde se encontraron frentes duros producto de la compactación del material de relleno. Ante ésta situación, se decidió aplicar perforación y voladura."

Sep 1, 2017

By D. B. Sikka, R. B. Bhappu

Porphyry-type copper-molybdenum (Cu-Mo) deposits typically occur in the Phanerozoic rocks and have been well-documented. During the past two decades, a number of porphyry-type Cu-Mo deposits that range in age from 1055 Ma to 2970 Ma have been identified in the Precambrian rocks of Australia, Canada, China, Finland, India. Namibia and Zambia. The Malanjkhand porphyry copper deposit M.P., India is estimated to contain 789 Mt (870 million st) averaging 0.83% copper (mill headgrade); 0.004% molybdenum; 0.2 g/t (0.006 oz/st) gold; 6 g/t (0.175 oz/st) silver and a cap of 7.5 Mt (8.2 million st) of oxide ore averaging 0.8% copper. The economic potential of the expanded copper mining milling, smelting and refining complex is expected to yield cathode copper 118.6 kt (130,700 st); molybdic oxide 830 t (914 st); gold 1.9 t (61,732 oz); silver 46.6 t (1.5 million oz); sulfuric acid 240 kt (264,500 st), copper from leach dumps 11.5 kt (12,600 st); nickel 24 t (26,400 st); cobalt 84 t (92,600 st); bismuth 16 t (17.6 st); selenium 48 t (53 st), tellurium 4.8 t (5.3 st).

Jan 1, 1995

By Lijuan Chen

During the detoxification of chromium-containing slag by Achromobacter sp. CH-1, anionic surfactant Sodium Dodecyl Sulphate(SDS) and its mixed systems with different Tween surfactants(Tween 20, Tween 60 and Tween 80) were used to promote the interaction between the bacteria and the chromiumcontaining slag and the rate of acid-soluble Cr( ? ) leached from the slag. The effects were evaluated by the surface tension, the pH of the leaching solution and the leaching rate of total Cr( ? ) from the slag. The results showed that the surfactants systems improved Cr(VI) leaching and its detoxification of chromium-containing slag. The mixed surfactants of SDS combined with Tween surfactant revealed better effectiveness of detoxification than SDS only. When the mass ratio of SDS to Tween 80 was 1:1, the rate of Cr( ? ) leached from the slag increased by 12%.

Jan 1, 2009

By David Wilson

"El presente texto señala la importancia del uranio como combustible esencial en la industria de la energía atómica. Dado que Gran Bretaña tiene poco uranio en su subsuelo, se buscó un método que ayude a obtenerlo a través del mar. Posteriormente, los científicos descubrieron el uranio disperso en partículas pequeñas (3,34 millonésimas de gramo.) por cada litro de mar. Pero de los cálculos efectuados se deduce que el uranio contenido enlos mares de l mundo sobrepasa en total las 4.000.000.000 toneladas, Ante ello, se hizo pruebas como disolvente, hallándose contenido en las aguas pluviales de la zona de Nevada a través de la absorción de productos químicos a base de hierro y zinc. De forma que se utilizó materias inorgánicas como medio de arrancar el uranio de las sales marinas."

Jul 1, 1965

By Jhon Espinoza

El distrito minero de Yanacocha es un depósito epitermal de alta sulfuración emplazado en rocas volcánicas terciarias aflorantes en el Norte del Perú. Los ensambles de alteración hidrotermal son típicos a un yacimiento ácido-sulfato: silicificación, argílica avanzada y argílica, las características tectónicas y petrológicas hacen indicar varios eventos de mineralización de oro diseminado ligados a procesos intrusivos y extrusivos en un contexto de flow domes complex. Asismismo se reconocieron varios depósitos como: Carachugo, Maqui Maqui, San José y Yanacocha, los cuales están actualmente en proceso de minado. En ese sentido, el presente texto señala a la minera Yanacocha como un distrito que utiliza el software en creado por Newmont Technical and Scientific System, el cual está diseñado especialmente para el modelamiento geológico en un ambiente tri-dimensional que permite construir y revisar secciones interpretativas de estos depósitos en cualquier dirección, así como es posible una navegación real y rotación del yacimiento en pantalla.

May 25, 1998

By Gerson Evaristo de Paula Júnior, Bruno Santos Malaquias, Henriquison Magela Bottrel Reis

O desafio no processo de coqueificação está relacionado à elaboração de misturas de carvões que produzam coque com a qualidade para utilização nos altos-fornos. Foi avaliada, em escala piloto, a influência de materiais inertes (coque verde de petróleo [CVP], antracito e carvão com alto teor de inerte [CATI]) às misturas de coqueificação sobre a formação de microtexturas e a qualidade do coque. Os resultados indicaram que, para a mistura avaliada, a adição do CVP até 30% produziu coque com qualidade (DI15-150) adequada para os altos-fornos da Usiminas. As principais microtexturas foram do tipo mosaico, fragmentária, fusita, inerte anisotrópico e o próprio CVP. O antracito provocou redução significativa de DI15-150 e CSR. A análise de microscopia óptica revelou partículas livres na matriz de coque, contribuindo para a queda de qualidade. A adição de CATI às misturas de coqueificação resultou em forte queda na qualidade do coque e a microtextura do tipo mosaico foi predominante. De forma geral, o carvão com alto teor de inertes foi o que apresentou menos benefícios, diferentemente do CVP, que apresentou melhor resultado para ser utilizado nas misturas de coqueificação da Usiminas.

Oct 1, 2019

By L. Zhou, J. Qiu, M. Tang, J. Wang, G. Dai

Coal spontaneous combustion in longwall gobs is a major concern in coal mines. In comparison to other hazards, this phenomenon is difficult to detect. Fifteen factors influencing coal spontaneous combustion in longwall gobs were identified from the literature. The logical relationships between these factors were evaluated and quantified by decision-making trial and evaluation laboratory (DEMATEL) and interpretive structural modelling (ISM) methods. A four-level hierarchical structure model was established. The research shows that combining DEMATEL and ISM can reveal the key factors that influence coal spontaneous combustion in longwall gobs and establishthe interactions and relationships among these factors. The results can provide the basis for preventing and controlling coal spontaneous combustion in longwall gobs.

Jun 10, 2024

By M BSckstr÷m

Acid rock drainage (ARD), commonly found in vicinities of sulfidic mines, possess properties capable of widely affecting the surrounding environment by acidification and heavy metal pollution. In most ARD treatments, various alkaline sources are used to neutralise the acid produced. Utilisation of highly alkaline fly ashes instead of raw materials is a cost-effective alternative, which lately have become increasingly popular. In laboratory batch experiments, neutralising capacity of fly ash was studied during 20 days. ARD was added to the fly ash once a day, for each increment the liquid to solid ratio (L/S ratio) was increased. At an early stage of the experiment (day 6, L/S ratio 12), the concentration of barium in solution unexpectedly increased by a factor of 50 (from 200 to 10 000 ¦g+l-1). This high concentration also sustained the following two days (L/S ratios 14 and 16) before dropping to the original level. pH showed a slight increase during these observations (pH 12.4 - 12.7). The phenomenon was also observed in a parallel and identical series. In addition to barium, aluminium and strontium clearly increased in the same manner, however not as much as barium. Furthermore, concentrations of chromium and molybdenum noticeably decreased at these distinct L/S ratios (12, 14 and 16). The behaviour of barium and subsequently strontium, aluminium, chromium and molybdenum is only partially understood. The decrease of chromium and molybdenum is suggested to be due to incorporation into the interlayer regions of hydrocalumite (Ca4Al2(OH)12(OH)2+6H2O), replacing the hydroxide groups, which also explains the increase in pH. Moreover, the increase of barium, strontium and aluminium could be attributable to dissolution of the silicate mineral celsian (Ba,Sr(Al2Si2O8)). Alternatively, barium and strontium increase could be explained by dissolution of a Ba,Sr(SO4)-solid solution and aluminium increase by dissolution of hydrocalumite or ettringite.

Jan 1, 2008

By C. B. Catanach

The development and in place leaching of a chalcocite ore body at Mountain City, Nevada is described. Block caving was used to induce permeability while ore removed during development was leached in heaps on the surface. Copper was recovered by precipitation on iron. Excess ground water which seeped into the mine was pumped into a deep disposal well. A parallel system was used to purify water by lime neutralization. Copper extraction was at an annualized rate of 11% during the first six full months of underground leaching and totalled approximately 30% during six months of heap leaching. Leach solution flow and distribution had a major effect on extraction rate. Enrichment of leach solutions with ferric sulfate did not produce conclusive results until analyzed with the aid of a leaching model.

Jan 1, 1976

By A. Villanueva

The effect of High Pressure Grinding Rolls (HPGR), as a preceding stage to a conventional ball mill circuit at PT Freeport Indonesia?s C1/C2 concentrators, has been studied in terms of downstream grinding efficiency and circuit performance. When milling the product from the HPGR, mill capacity increased by 21% for the same product grind size, when compared to processing similar ore from a conventional crushing circuit. This achievement is a result of several reasons, among them: reduction in feed size (F80), fines generation beyond the proportional reduction in F80, reduction in ore hardness induced by HPGR comminution mechanism, optimization of the recycle system of the HPGR and ball string optimization in the ball mill circuit given the new feed to the mill.

Jan 1, 2012

By Levi Guzmán

"La molienda representa la etapa donde suceden los principales costos en la operación y de una planta concentradora (energía y medios de molienda). Por ello, los esfuerzos en la optimización de esta repercutirán en los resultados financieros de la empresa. En ese sentido, el presente texto señala la optimización el efecto del collar de bolas como elemento importante de la molienda donde a través de una metodología de caracterización se puede determinar la función selección específica para cada collar de bolas y así establecer, en base a los parámetros de las funciones selección y fractura y las simulaciones, el collar óptimo de bolas a emplear. Así también, se presentan los beneficios obtenidos en el proceso producto de la optimización del collar de bolas."

Apr 1, 2016

By Tara Schenk-McFarland, Mark Bliss

Echo Dam, located near Coalville, Utah, is a facility that provides storage for irrigation and municipal use. Original construction of the dam was completed in 1931. Because of seismic concerns, the spillway crest structure and upper chute section, founded on old landslide and colluvial material, were recently replaced. Prior to replacement of these structures, jet grouting of a block of the loose and potentially liquefiable soils, directly beneath the spillway crest structure was selected as the preferred alternative to address the potential for settlement and cracking of the spillway crest structure. The replacement or alteration of the in-place soil reduces the likelihood of seismic-induced excess pore pressure development and subsequent settlements. Core drilling and sample recovery of the production jet grouted columns was completed to verify compliance with the specifications. It was recognized that due to the larger rock sizes within the deposits that full homogeneity of the jet grouted zone was unlikely to be achievable. However, the purpose of this jet grouted section was to strengthen enough of the soil so that widespread liquefaction does not occur. During the jet grouting production many instances of ground fracturing occurred. Fracturing was evident based on grout/air bubbles exiting the surface near some of the grout holes during jet grouting, air bubbles appearing in the spoil pits, and lifting of the ground surface in the vicinity of the monitor during the jet grouting process while the system was pressurized. In one instance, a section of the upstream spillway slab, which was left in place, was cracked due to pressurized grout escaping beneath the slab. The overall results of the jet grouting were satisfactory despite difficulties encountered. The cause of the fracturing is hypothesized and a recommendation is included to reduce the likelihood of this occurring on future jobs.

Jan 1, 2017

This Section describes four alternative methods for load testing of drilled shafts: high strain dynamic test (HSDT), rapid load test, static load test, and bottom load test. Until recently, static load tests were the only method available for verifying the capacity of a drilled shaft. However, because many drilled shafts carry very high design loads, the static load test was prohibitively expensive. The alternative methods, HSDT, rapid load testing, and bottom load testing are gaining acceptance because of their lower cost and faster implementation. However, these different methods do not necessarily yield the same results. This section describes the load testing methods and the differences that may occur when interpreting the test results.

Jan 1, 2004

By Daniel Bicalho Viegas

Chapa de desgaste revestida com metal duro tem ampla aplicação na indústria, principalmente no segmento de mineração. Usualmente, o revestimento é aplicado em chapas de aço de baixo carbono. Estes aços são os mais comuns devido à sua boa soldabilidade. Paralelamente ao emprego das chapas revestidas, foi desenvolvido um aço de baixo carbono e de elevada dureza (350 a 600HB), com a finalidade de se tornar uma boa opção como chapa de desgaste. Em função da escassez de informações técnicas quanto à aplicação de revestimento em chapas de alta dureza, este trabalho tem como objetivo avaliar a influência do ciclo térmico de soldagem sobre as propriedades mecânicas do aço Hardox® 450. A metodologia experimental consistiu no revestimento do aço Hardox® 450, com dureza da ordem de 450HB. Para o revestimento foi utilizado o processo de soldagem FCAW. Após a soldagem, foi feita análise do perfil de dureza na seção transversal dos corpos de prova. Para avaliação da resistência ao desgaste, foi feito o ensaio de abrasão conforme recomendações da norma ASTM G65-04. De acordo com os resultados obtidos foi possível confirmar que a aplicação do revestimento duro influencia diretamente nas propriedades mecânicas do material.

Aug 17, 2017

By Pablo Espinoza, Ezequiel Chancan, Luis Loaiza

En este artículo se desarrolla un proceso alternativo al SART, viable para recuperar cobre y zinc por precipitación fraccionada o selectiva. El proceso propuesto es aplicable a soluciones (Barren) producto del proceso Merrill Crowe de precipitación de plata y oro con polvo de zinc, que es recirculada como agua de proceso al circuito de cianuración. En el trabajo se determinan los parámetros para una exitosa precipitación fraccionada de zinc y cobre a partir de una solución cianurada en medio alcalino. Se concluye además que la recirculación de la solución cianurada con menores contenidos de cobre y zinc mejora la recuperación de plata y el rendimiento del proceso de control de cianuros en la solución agotada que constituye el relave final.

Jun 30, 2019

By Ian Bruce

Tailings and water management facilities are essential and integral components of mine and mill operations. They must be managed for the long term in order to ensure that safe and environmentally responsible stewardship is achieved. Toward this end, in 1998, The Mining Association of Canada (MAC) published A Guide to the Management of Tailings Facilities, which recommended the implementation of a tailings management framework (Figure 1) to integrate environmental and safety considerations into each stage of the life cycle of a tailings facility, from initial site selection and design, through construction and operation, to eventual decommissioning and closure. By February 2000 it was becoming apparent that while mining companies were making significant progress toward implementing and documenting tailings management systems, and integrating them with overall environmental management systems, further effort was warranted in their application at the operational level. In particular, a need was identified for further guidance in preparing manuals that outline procedures for the safe operation, maintenance and surveillance (OMS) of tailings and water management facilities.

May 1, 2002

A New Technology of Applying SLon-2500 Magnetic Separator to Recover Iron Concentrate from Abandoned Tails

Sep 13, 2010

By Michael A. Krstich

A soil washing pilot plant to treat soils at the U.S. Department of Energy (DOE) owned Fernald Environmental Management Project (FEMP), was designed based on extensive bench-scale testing. The system's design incorporated a combination of physical separation and' chemical extraction processes and was tested on two soils. The textural composition of the two soils was approximately 20 percent sand, 60 percent silt, and 20 percent clay. Since this grain size distribution was not considered optimum for physical separation techniques, thesoil washing pilot plant had to be designed with selected equipment to provide specific soil size fractions during processing operations. A trommel, vibrating screen deck, centrifuge, and attrition scrubber were used in the system to selectively separate specific soil size fractions at 4.75, 2, 0.3, and 0.02 millimeters (mm). The trammel used high pressure water [1000 pounds per square inch (psi)] during the initial step of the process to reduce soil aggregates to single grain composition, separate out greater than 4.75 mm gravel, and dislodge chemical contaminants from the individual soil particles. The vibrating double-screen deck provided 2 - 4.75 and 0.3 - 2 mm soil fractions that, when combined, averaged greater than 75 percent solids for both soils. The centrifuge was designed to take the less than 0.3 mm soil slurry from the screen deck and produce a particle size of 0.02 mm. The centrifuge produced a high solids stream that averaged greater than 70 percent solids for both soils. These 0.02 to 0.3 mm soil solids from the centrifuge were combined with the 0.3 to 4.75 mm soil solids from the screen deck and processed through the attrition scrubber. The data collected from the pilot-plant operation was used to aid in the design of a full-scale system and was instrumental in formulating full-scale process operations and the selection of equipment.

Jan 1, 1995

By Edward F. Redente

Several research projects have been conducted in the western United States to determine the optimum soil replacement thickness for reconstruction of rangeland and cropland. However, the information gained from these studies tends to be site-specific and not broadly applicable. Moreover, the possible interaction between soil thickness and mechanical and fertilizer manipulation of the overburden has not been adequately studied. To meet these information needs, research was initiated at Trapper Mine in northwestern Colorado in 1980 to study vegetation response to soil thicknesses of 15,30,45, and 60 cm and five manipulations that included disking, ripping, and fertilizing. All crops were harvested at peak standing crop and then weighed in the laboratory. Wheat grain yields were highest when soil thickness was 45 cm and the soil and overburden were ripped. Alfalfa yields appeared to be highest when overburden was disked and fertilized and soil was replaced to a thickness of 60 cm. For range vegetation, standing crop biomass was highest when overburden was ripped and soil was replaced to 60 cm thick. However, optimum performance was obtained from the maximum number of species and life forms by disking overburden and replacing 15 cm of soil. The performance of most range plant species has improved over the three years of the study. When the results of this study are compared to the results of other soil thickness studies, we can conclude that selection of management practices should be influenced by local climate, local soil and overburden conditions, type of crop or vegetation to be grown, and specific management goals for that crop or vegetation.

Jan 1, 1984