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By Edward Medina

El presente trabajo señala el método de minado "sublevel stoping" aplicado a través de la perforación de taladros largos ubicados cada 50 cm. en el yacimiento minero de San Rafael, Puno. Esta perforación acorta el tiempo de ejecución y el costo se reduce considerablemente en la preparación de la labor. Asimismo, la perforación radial minimiza la perturbación al macizo rocoso debido a que se realizan menos voladura en los alrededores, como también se tiene menos área expuesta a deformaciones. Finalmente, el uso de los equipos de última generación, permiten controlar mejor la desviación del taladro a mayor longitud, que en años anteriores fue uno de los principales limitantes.

Sep 13, 2001

By Miguel Ángel Zúñiga Castillo

El presente texto señala la importancia del transporte minero como actividad en el sistema de costeo. En ese sentido, este se divide en transporte al interior de la mina y al exterior de ella. El primero implica que el mineral sea transportado in situ hasta la tolva de la planta de beneficio, donde no hay una etapa de transformación o concentración, mientras que el segundo traslada los concentrados hasta su destino final como son las fundiciones y refinerías en el mercado europeo, asiático y americano. Por ello, se busca seleccionar la mejor etapa de transporte que responda a las condiciones de las máquinas y equipos que trasladen el mineral desde el interior a la superficie de la mina. Así también se realiza un análisis macroeconómico de la importancia del flete en la actividad minera, originando un perfil de ahorro en la generación de divisas para el fortalecimiento del rol minero en el país.

Nov 24, 1986

By Enrique Castells

La extracción del mineral es el método más habitual para la explotación minera y se realiza a través de rampas, galerías, y túneles que permitan el acceso hasta la zona de minado. Sin embargo, cuando se da una excesiva profundizaciión del terreno, se emplea el método de pique vertical ya que logra el acceso de los operarios a las zonas más profundas de un modo más rentable y rápido a través de la extracción del mineral por izado de vagones o skip hasta el de nivel de superficie o intermedio. Por ello, es común que las minas replanteen la sustitución de su sistema de extracción habitual por el de izado por piques. En este sentido, el presente trabajo desarrolla la aplicación de los piques verticales en los sondeos de exploracion de la mina Hullera Vasco Leonesa. La primera parte del proyecto describe la ejecución de dos piques verticales (Aurelio y Emilio del Valle), y la segunda, en la ejecución de más de 17.000 m de galerías y obras de infraestructura de diversa índole.

Sep 13, 2001

By José Dávila

El presente trabajo señala el programa de manejo de datos del monitoreo biológico aplicado en BHP Tintaya. El estudio informa sobre el estado actual de las variables del medio natural, tales como la flora y la fauna, así como sus características temporales y espaciales para así diseñar las soluciones a los riesgos e incidentes ambientales referidos a ecosistemas naturales. Asi también, la investigación se complementa con el monitoreo de suelos, aguas, aire y residuos de diverso tipo, al reconocer que las actividades mineras se efectúan inmersas en medios naturales. Por lo que las empresas mineras , están obligadas a proteger el equilibrio y adecuado funcionamiento de los ecosistemas naturales.

Sep 13, 2001

By Jacob Carr, Chenming Zhou, Nicholas Damiano, James Noll, Jingcheng Li

Machine-related injuries are one of the major safety concerns in underground coal mines. Severe injuries and fatalities occur when a miner is struck, crushed, or pinned by mining equipment such as a continuous mining machine (CMM), shuttle car, or a scoop. Proximity detection systems (PDSs) have been applied in mining to reduce these types of injuries and fatalities. All of the PDSs that are currently approved by the Mine Safety and Health Administration (MSHA) for use in underground coal mines are magnetic-field based and could be affected by metallic objects such as trailing cables. Researchers from the National Institute for Occupational Safety and Health (NIOSH) investigated the influence of trailing cables on the performance of PDSs. In particular, the magnetic field coupled from proximity system generators to a de-energized trailing cable was characterized. The results show that significant energy can be coupled from the proximity system generators to a trailing cable when there is a closed loop in the cable. The effect on PDS performance from the magnetic field radiated around an energized trailing cable was also quantified for different current amplitudes in the cable. It is shown that the magnetic field caused by the electric current in the trailing cable mainly consists of a 60-Hz signal and its harmonics which causes little interference to the PDS. The results presented in this paper can help PDS manufacturers to design better systems that are more immune to these effects.

"INTRODUCTION Industrial utilization of the present submarginal domestic manganese resources of the United States is wholely dependent at this time on the electrolytic manganese process established as the result of 4 years of continuous operation of the Bureau of Mines pilot plant at Boulder City and 7 years' operations of the Electro Manganese Corporation commercial plant at Knoxville, Tenn.Three Kids ore provided the feed for the Boulder City pilot plant during 3 years of operation. Hence, the electrowinning characteristics of the ore have been thoroughly established, making possible accurate estimates for commercial operations.Before the Defense Plant Corporation constructed the leaching plant, the Bureau of Mines conducted an exploration project to determine the extent and grade of the ore reserves. Additional exploration, development, and mining by the Manganese Ore Cc, have accurately determined the tonnage and grade of ore. A large tonnage of stock piled ore is now available for immediate processing, and a considerable tonnage of openpit ore has been stripped of overburden preparatory to mining. Numerous facilities, such as power, water, and housing, needed for an electrolytic manganese plant are already available.All of these factors, as well as plans for installation of scale electrolytic manganese plant facilities, are presented in detail in the chapter entitled, ""Mining and. Electrolytic Reduction of use from Three Kids Manganese Mine."" The Manganese Ore Co. kindly provided information on the present ore reserves and state of development of the mine."

Jun 1, 1945

By Fabricio Reis de Almeida

O presente trabalho tem como objetivo mostrar os ganhos financeiros e produtivos do Laminador de Aços Longos da CSN através da otimização do plano de passes. Analisando a árvore de calibração identificamos a possibilidade de ganhos com a unificação de famílias de bitolas. No laminador temos duas famílias: Família Ø 5,5 mm (bitolas 5,5; 7,0; 9,0; 11,0; 14,30) e Família Ø6,3mm (bitolas 6,3; 8; 10; 12,5 e 16) para a fabricação destas bitolas utilizamos até 18 passes no laminador duo horizontal/vertical e mais ate 10 passes no laminador acabador cantilever. Após um estudo detalhado do plano de passes existente, verificou-se a possibilidade da eliminação e unificação de passes entre as duas famílias. Para corroborar as alterações propostas, decidiu-se utilizar um modelo matemático que representasse os passes e realizasse os cálculos para verificar as reduções e capacidades dos equipamentos visando minimizar os riscos e custos adicionais com modificações de ferramental. Após mais de 60 horas de simulações e testes, foi desenhado um novo plano de passes para a Laminação eliminando-se a necessidade de troca de 8 cadeiras, o que representa um aumento de 6 horas no tempo disponível para produção por mês e também a redução de 8 pares de cilindros de laminação, redução de guias e roletes, e tempo de preparação na oficina de cilindros. Só após verificação e aprovação desta etapa foram iniciados os testes no laminador que confirmaram os resultados obtidos nas simulações.

Aug 16, 2017

Concentrations of bright green material in the "Golden Mile" of Kalgoorlie, which carry particularly high gold values, are known locally as "green leader".This assemblage consists largely of quartz, sericitic muscovite, carbonates, and pyrite. Some of the sericitic muscovite contains vanadium, giving the rock its green colour. Vanadium oxides, including nolanite, are also present. Tellurides identified in this study are calaverite, altaite, petzite, melonite, and coloradoite. Native gold was found in most of the samples; some of the gold, at least, has been formed from the decomposition of gold tellurides.It is suggested that mineralizing solutions carrying gold and tellurium leached vanadium from the host rocks and subsequently deposited gold tellurides and vanadium-bearing minerals in the "green leader".

Jan 1, 1977

By Juan Acha

El desarrollo de actividades productivas, que tienen como principal insumo el recurso hídrico en la región Tacna hacen de dichas actividades un reto, debido a factores como la variabilidad climática, a la ubicación de la región Tacna en la cabecera del desierto de Atacama y la oferta hídrica disponible con que cuenta Tacna para satisfacer las demandas diversas. Las características particulares de la Región Tacna hacen que sólo se cuente con precipitaciones de importancia en sólo en tres meses del año (Enero a Marzo) y el resto del año sea de estiaje. Los diversos modelos de proyección climática establecen que las condiciones de los parámetros de temperatura y evaporación se incrementarán mientras que la escorrentía superficial disminuirá afectando a las poblaciones más vulnerables, cuyo rubro económico es la agricultura y ganadería especialmente en las zonas altoandinas.

Sep 30, 2022

By Brunna Lopes Farace

A regulamentação brasileira de aterros sanitários estabelece que a disposição de resíduos seja feita no menor espaço possível, desde que os danos à saúde pública e ao meio ambiente sejam os menores possíveis. Devido às irregularidades no tratamento e acomodação de resíduos, é necessário manter e garantir a impermeabilização das bases de aterros. Esse estudo propõe, por meio de uma sistemática revisão, verificar como ocorre a vedação com uso de argila bentonítica, quais os fatores influem na sua ação impermeabilizante, a fim de avaliar a eficácia da sua utilização. Para fundamentar, artigos classificados de acordo com palavraschave, foram ponderados como elegíveis e avaliados. Posteriormente, simulou-se um aterro, por meio do uso de baldes que representam valas. Assim, foram aplicados: uma camada de argila, uma camada de solo e chorume. Visando comparar com exatidão o grau de impermeabilização, foram usadas camadas de argila de espessuras variadas, solo comum e esterilizado. Foram coletadas amostras de chorume bruto e de líquidos percolados para a realização de ensaios e com os resultados obtidos, tabelas foram confeccionadas para facilitar a interpretação. Ao término, constatou-se que uma boa impermeabilização ocorreu com o emprego de 2,0 cm de argila ativada com uso de carbonato de sódio.

Aug 16, 2017

By Hernán Parra

El presente trabajo señala la fase de tratamiento metalúrgico de pirrotitas que contienen oro, donde en la concentración por flotación se encontró un esquema adecuado para tratar pirrotitas auríferas considerando las restricciones ambientales que no permitieron incorporar técnicas de cianuración directa, que es como suelen tratarse es-tos minerales en el mundo. Asimismo, se propuso el uso de concentradores centrífugos para recuperar el oro libre fino en una primera etapa gravimé-trica, y concentradores de mesa Gemeni para obtener concentrados de alta cali-dad disponibles para fundición.

Sep 9, 2007

By Harold Price

ONE year ago, that is in January, 1923, there had not been constructed a single oil-storage tank of 55,000-bbl. or more capacity with a completely electric welded roof and bottom. Today, there are at least fifty 80,000-bbl. storage tanks completed, or nearing completion, on which both the roofs and the bottoms are electric welded. It is the purpose of this paper to describe, in a general way, the construction of these FIG. 1.-ELECTRIC-WELDED SEAMS AND RIVETS OF BOTTOM IN 55,000-BBL. TANK AT EL DORADO, KANS., SHOWING ALSO PATCH PLATE WELDED TO BOTTOM. welded roofs and bottoms, and to give their advantages over riveted construction. All of the following data and conclusions were obtained from observations made during the welding of tanks by the Welding Engineering Co. at Texas City, Tex., and Tonkawa and Burbank, Okla. As far as can be determined, the first electric welding on large tankage was completed in May, 1922. At that time the Empire Companies of Bartlesville, Okla., discovered a badly leaking bottom in a 55,000-bbl. tank at El Dorado, Kans. They had considered concreting this bottom, but because of the much smaller cost, decided to try electric welding; so a- contract was given the Welding Engineering Co. of Bartlesville, Okla. In this instance, no new sheets were added, the bottom being repaired by electric welding of all seams and rivets, Fig. 1. In some places where the original rivets were missing, the holes were filled by welding; patch plates were also added at certain badly worn spots. This tank has since been in service over a year and half, but no other

Jan 6, 1924

By Ihsan Berk Tulu, Mark Van Dyke, Ted Klemetti, Deniz Tuncay

"Longwall abutment loads are influenced by several factors, including depth of cover, pillar sizes, panel dimensions, geological setting, mining height, proximity to gob, intersection type, and size of the gob. How does proximity to the gob affect pillar loading and entry condition? Does the gob influence depend on whether the abutment load is a forward, side, or rear loading? Do non-typical bleeder entry systems follow the traditional front and side abutment loading and extent concepts? If not, will an improved understanding of the combined abutment extent warrant a change in pillar design or standing support in bleeder entries?This paper details observations made in the non-typical bleeder entries of a moderate depth longwall panel; specifically, it explores data collected from borehole pressure cells and roof extensometers, observations of the conditions of the entries, and numerical modeling of the bleeder entries during longwall extraction. The primary focus was the extent and magnitude of the abutment loading experienced due to the extraction of the longwall panels. Due to the layout of the longwall panels and bleeder entries, the borehole pressure cells (BPCs) and roof extensometers did not show much change due to the advancing of the first longwall. However, they did show a noticeable increase due to the second longwall advancement, a maximum of about 4 MPa of pressure increase and 5 mm of roof deformation. The observations of the conditions showed little to no change from before the first longwall panel extraction began to when the second longwall panel had been advanced more than 915 meters. Localized pillar spalling was observed on the corners of the pillars closest to the longwall gob as was an increase in water in the entries. In addition to the observations and instrumentation, numerical modeling was performed to validate modeling procedures against the monitoring results and evaluate the bleeder design. ITASCA Consulting Group’s FLAC3D numerical modeling software was used to evaluate the bleeder entries. The results of the models indicated only a minor increase in load during the extraction of the longwall panels. These models showed a much greater increase in stress due to the development of the gateroad and bleeder entries—about 80% development and 20% longwall extraction. The FLAC3D model showed very good correlation between modeled and expected gateroad loading during panel extraction. The front and side abutment extent modeled was very similar to observations from this and previous panels."

Jan 1, 2019

By Stefan Larsson, Sebastian Adevik, Sadek Baker, Razvan Ignat

"Abstract Uncertain strength, deformation and flow properties in dry deep mixing columns often lead to conservative choices concerning design values where the design is regularly complemented with a surcharge fill. The surcharge not only leads to increased cost but also to logistical problems where the surcharge is a physical obstacle. The deformation properties of a ground improvement were studied by means of two small embankment load tests. The settlement measurements were also used in FEM analyses, where the effect of surcharge on creep settlements was investigated. Based on the results, the effects of the surcharge were considered negligible and could safely be ignored. The project is an example how the contractor can use a field test as an effective design approach.IntroductionGround improvement of soft soils with dry deep mixing columns, or lime-cement columns, is often combined with a surcharge fill. The main reason for using a surcharge is to force the primary settlement and some of the secondary settlement that would have occurred under the final embankment height alone, to take place under the surcharge loading. Another reason is to level out uneven settlements. Strength and deformation properties in improved soil cannot be sufficiently assessed in advance, before columns have been tested on-site, and this uncertainty often lead to conservative choices concerning design values. In order to compensate for a slow forecasted consolidation process, the design is regularly complemented with a surcharge. The surcharge not only leads to increased cost but also to logistical problems where the surcharge is a physical obstacle.Extensive research undertaken by Åhnberg (2006, 2007) shows, by means of triaxial and oedometer tests, that cementation processes and a load acting on the columns during hardening, makes the improved soil to behave as a heavily over-consolidated soil due to an increase in quasi pre-consolidation pressure. The effects of using a surcharge on the time for consolidation and creep properties are thus probably small, since the stress level does not normally exceed this quasi pre-consolidation pressure. A study presented by Venda Oliveira et al. (2013) shows that the stress level within small ranges has limited effect on the creep properties.This paper presents a case study where the deformation properties of a ground improvement using dry deep mixing columns was investigated by load tests on two small test embankments. The tests were performed at the Interchange Värtan project site, which is part of the Norra länken infrastructure project in Stockholm. The tests were not performed as a research project but simple load tests performed by the contractor with the purpose of rationalizing the design delivered by the client. One purpose of the load tests was to assess the deformations when the columns are loaded temporarily by overlaying concrete works. Another purpose was to provide some input data to a study of the effects of using surcharge on creep settlements. The analysis was conducted as finite element modeling using the commercial code PLAXIS, where creep settlements can be simulated using the built-in Soft Soil Creep model."

Jan 1, 2014

By Segnit E. R

Results are reported of a study of the reactions occurringin the combustion of chaIcopyrite particles underconditions simulating those in the shaft of a flashsmelter.The reactions were studied using kinetic and mineralogicaltechniques. Reactions. rates above 500°C wererapid, most of the reaction taking place in less than 50ms. Final products were copper-iron ferrites with spineltype structures. Probable reaction mechanisms are discussed.

Jan 1, 1977

By Ciro Manolo Alegre Huamán

El presente texto describe la metodología para el desarrollo del planeamiento de minado subterráneo a través del software minero y de técnicas matemáticas modernas. Así también es importante la base de datos geológica que servirá como soporte para generar los modelos geológicos y geotécnicos a partir de los cuales, se obtiene el modelo de recursos mineros y, consecuentemente, las reservas mineras, que es donde se soporta el planeamiento de minado para una operación minera subterránea.

Jun 1, 2012

The principal dirnensions of the chimney were fixed as follows: Height from formation to coping, 328 ft. 8 in.; inside diameter concrete shell, 13 ft. Gin.; inside diameter of the 4~-in. brick lining. 11 ft. (j in. ; shell thickness above flue inlet at a point 39 ft. above formation, 1 ft. 8in.; shell thickness at coping, 6 in. That is, the inside of chimney is cylindrical, wldst the outside is gradually stepped inwards with of 1 in. and less until the shell is 6 in. thick only at the top. With these dimensions in mind, it will be seen that some close thought was necessary to ensure a satisfactory of fonn which could be kept rigid and plumb to a height and at the same time provide safe working conditions for the labourers employed.FOUNDATIONSThe spread base of the chimney is 45 ft. in diameter, and foundations were carried down to a depth of 8 ft. 6 in. below natural surface into good hard clay which was known to be the best foundation obtainable in the vicinity being capable of withstanding, when dry, a load of 3 tons to 4 tons per square foot, whereas dead load is 1A tons per square foot and the maximum load expeeted under the most severe wind condition is 2 tons per square foot to ensure the foundation being kept dry and unaffected by ground water, the site was surrounded by a ring drain at a distance of six feet from edge of concrete foundation and at a minimum depth of one foot below bottom of concrete. Open-jointed pipes were laid in the bottom ofthe drain and graded to a pipe drain with outfall clear of the site.

Jan 1, 1924

By Aldo Cardenas Villzana

En la presente investigación se busca hallar una relación entre el UCS (“Uniaxial Compressive Strength”) y el WI (“Work Index”). Esta relación implica un trabajo en conjunto de las tres especialidades de la FIGMM (ingeniería geológica, minera y metalúrgica) por partes de los estudiantes y docentes. Esta relación es muy útil en los estudios de pre-factibilidad que se realizan en la industria minera. Mediante las perforaciones diamantinas que se realizan para determinar los recursos y reservas de mineral, se puede realizar un análisis textural de las rocas de cada sondaje diamantino y mediante la relación calculada se daría un valor de UCS y WI.

Sep 1, 2017

By John E. Lens

Minutes after the Friday afternoon October 16, 2009 announcement that the 80 year old Lake Champlain Bridge was closed to traffic out of concern for public safety, emergency detour planning started at VTrans and NYSDoT. The closure severed a cross-lake link between Addison, VT and Crown Point, NY, which created a 76 mile detour and significant hardship for commuters, farmers working on both sides of Lake Champlain, and businesses relying on both traffic and employees commuting between Vermont and New York. Rehabilitating the bridge was determined to be economically and technically unfeasible and the design of a replacement bridge was accelerated for a spring 2010 construction start. In the meantime, a temporary ferry alternative was to be rushed into service beside the original bridge by February 2, 2010. This paper presents the case history of the fast-tracked ferry dock design and construction on the Vermont side. Twin 300-foot-long pile supported approach spans, a loading slip system and ice deflectors were designed, fabricated and constructed in 90 days in the fall/winter of 2009-2010. This chronicles the project from initial concepts through the extraordinary cooperation between state and federal agencies, and near round-the-clock winter construction on Lake Champlain. This project and its companion project on the New York shore succeeded by virtue of exceptional cooperation between seasoned regulatory, design, and construction participants and warrant this case-history presentation of the Vermont project to share within the industry as an example of overcoming extraordinary challenges.

Jan 1, 2011

By Christian Villalobos, Gilmer Engracio, Juan La Torraca

En junio del 2018, el minado de las fases profundas del Tajo Calaorco en la unidad minera La Arena, interceptó el nivel freático, lo cual no permitió continuar con el minado en dichas fases, poniendo en riesgo la extracción de 1600 onzas de oro, en el primer año, 800 onzas de oro para el segundo y tercer año respectivamente, y 500 onzas de oro para el último año, por lo que fue necesario realizar la revisión y actualización del estudio Hidrogeológico, el cual recomendaría la implementación de una batería de pozos profundos con el fin de desaguar el agua subterránea y así poder cumplir con el plan de minado establecido. Por esta razón era necesario contar con los pozos operativos a una utilización cercana al 100%.

Sep 30, 2022