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By O. C. Blade

This report on the properties of aviation gasolines and aviation jet fuels produced in the United States during 1954 was made under a co-operative agreement between the American Petroleum Institute and the Bureau of Mines of the United States Department of the Interior. Analytical data are presented for 101 samples of aviation gasoline. Data also are given for 30 samples of aviation jet fuel. The analyses were made on samples typical of the manufacturers I 1954 production in their laboratories and the results submitted to the Bureau of Mines for compilation. The products of 19 manufacturers of aviation gasolines and of 15 producers of aviation jet fuels are represented.

Jan 1, 1955

By Mario Luiz Cruz Nascimento

Devido a seu preço competitivo e alta resistência à fluência e à corrosão, atualmente as colunas dos fornos de reforma são confeccionadas com tubos fundidos por centrifugação de aços inoxidáveis austeníticos da classe HP modificados ao nióbio. Apesar de projetadas para uma vida mínima de 100.000 horas em serviço, falham frequentemente devido a intercorrências operacionais que levam ao superaquecimento localizado, designados surtos de temperatura. No presente trabalho, microscopia eletrônica de varredura (MEV) e microanálise por energia dispersiva de raios-X (EDS) foram utilizadas para estudar duas colunas trincadas após um surto de temperatura. Descobriu-se que o NbC reprecipita na morfologia de pequenas partículas nos sítios onde a fase G foi dissolvida durante o surto de temperatura. Desta forma estas partículas servem como marcadores microestruturais da ocorrência do surto.

Aug 17, 2017

By Paulo von Krüger

Nas condições adversas do mercado atual, aliadas à exacerbada competição é uma questão de sobrevivência a otimização de resultados. Para tal é imprescindível que os principais insumos, particularmente os mais gravosos sejam criteriosamente selecionados. Os eletrodos de grafite estão entre os itens principais na operação dos fornos elétricos a arco, tanto do ponto de vista técnico, quanto econômico e a escolha correta deste insumo deve contemplar aqueles dois enfoques. Esta escolha se faz dentre as diversas classes, disponibilizadas no mercado: RP, HP, SHP, UHP. O que se pretende no presente trabalho é sugerir uma metodologia que, contemplando o elenco de parâmetros influentes, permita fazer a escolha correta do eletrodo, dentro daquelas classes, tanto sob o enfoque técnico, quanto econômico.

Aug 17, 2017

By Sérgio de Azevedo Penchel Júnior

A Votorantim Metais possui dois Smelters de Zn situados no estado de Minas Gerais, Brasil, um na cidade de Três Marias e outro na cidade de Juiz de Fora. A unidade de Juiz de Fora tem se caracterizado ao longo dos anos pela mudança de estratégia no que diz respeito a obtenção de matérias-primas, buscando oportunidades em materiais secundários ricos em Zn, em substituição ao concentrado de Zn, tornando-se ao longo do tempo cada vez mais uma unidade recicladora. O cemento é um material gerado na Hidrometalurgia do Zn, mais precisamente na etapa de purificação, e é composto basicamente por Zn, Cu, Cd, Co, Pb e Tl. A solução purificada, produzida após esta etapa é direcionada a eletrólise para produção de zinco eletrolítico. Atualmente em Juiz de Fora, todo cemento gerado é destinado a uma área específica da hidrometalurgia para seu tratamento e recuperação de Zn e Cd. Os demais metais são perdidos e dispostos na barragem de rejeitos. Na planta de Três Marias não existe área específica para tratamento desse material, e dessa forma, todo ele é estocado em depósito especial. O objetivo desse estudo é avaliar e propor uma rota alternativa de processo que permita uma maior recuperação de metais dos cementos de TM e JF, utilizando os ativos da planta de tratamento de cementos de JF levando dessa forma a redução da geração de resíduos enviados para as barragens de uma forma economicamente viável.

Aug 17, 2017

By D R. Anstey

The growing demand for iron ore from Western Australia has led to an increased focus on the development of magnetite and lower grade iron ore deposits. The need to process and beneficiate the ore from these projects can result in the generation of significant quantities of iron ore tailings over the life of a project. Over the coming decades, the management of iron ore tailings will become a significant aspect of the mining landscape in Western Australia.The tailings generated from iron ore projects differ signifi cantly from other mineral tailings currently produced in Western Australia. Iron ore tailings are generated on a scale not matched by any other mineral process and can often contain asbestiform or potentially acid forming components. New iron ore projects are coming under increased environmental scrutiny because of their large scale operations and the sensitive environments in which they occur. This combination of factors creates some unique challenges for the management of tailings generated by iron ore mining in Western Australia.This paper presents the fi ndings of two studies conducted in recent years to overcome the challenges posed by iron ore tailings. The paper discusses the role of laboratory testing in the development of management strategies for asbestiform minerals in tailings. It also presents a numerical modelling approach for evaluating the rates of rise in the storage of magnetite tailings. The paper concludes by outlining how the findings of these studies can be applied to reduce tailings management costs, lower risks and improve environmental outcomes for the management of tailings from iron ore mining.

Jul 11, 2011

By Edwin Ludlow

I DEEPLY appreciate the honor which has been conferred upon me by my election to the presidency of this Institute, as I feel that it is the highest honor a mining engineer can receive, and I also feel that I am especially fortunate in being called to take the presidency in the year following Mr. Hoover, as I may be enabled in that way to carry on the work which he has initiated. The constructive work that Mr. Hoover has inaugurated has been of inestimable benefit in bringing not only this Institute but the entire engineering profession into a place in the public esteem to a degree which it had never before occupied.. This work Mr. Hoover will now carry on in the broader field of the Federated American Engineering Societies, of which he is president. Through that organization the engineers of this country, in all branches of the profession, will be welded into one compact body reaching from the Atlantic to the Pacific, making the united engineering profession a power for maintaining American . . ideals and standards throughout the land.,

Jan 1, 1921

By M. Dayne Aldridge

A discussion of the definition of automation in mine ventilation applications is presented. The results of theoretical studies, experiments and practical experience from work in the United Kingdom, Belgium, Poland, the Soviet Union and the United States are summarized. Conclusions are drawn from these efforts and the prospects for the future development of automatic mine ventilation systems are explored.

Jan 1, 1978

By Manca PP, Rossi G, Lipari D, Knissel W, Massacci G, Licheri P, Fioravanti E, Helms W, Lai S

Mining of the massive complex sulphides orebodies of Campo Pisano and San Benedetto (Southern Sardinia, Italy), dates back to before Christ, though their exploitation with modern technology was only resumed in the middle of the last century. The increasingly adverse economic conditions and the weakness of both country rock and mineralization were concurrent in forcing the Company's management to develop suitable high-productivity stoping methods. In the framework of a project fi- nanced in part by the Commission of the European Coranunities, and carried out in cooperation with the Universities of Cagliari (Italy) and Clausthal (Germany), a cemented backfill stoping method was developed. The concrete mix preparation and placement facil- ities, study of the cement mixes and endeavaa-s to optimize the methods are described. The monitoring system for measuring stress evolution within the emplaced backfill is illustrated together with the successful replacement of part of the Portland cement

Jan 1, 1992

By David Crouthamel, Raymond Henn

"The need to fill the void space or annulus created between an excavated tunnel or shaft and the final lining system has long been a requirement in underground construction. Most of those types of voids are created as a result of employing the two pass tunneling lining method. Filling of this void is called backfilling. For many years the materials used as backfill were primarily reinforced and non-reinforced concrete, sanded grout, neat cement grout, or blown-in sand/pea gravel. However, in the past 20 years the use of cellular grouts/cellular concrete as the backfill material has greatly increased. Most cellular grout is made of a mixture of water, Portland cement (with or without the addition of fly ash), a foaming agent and admixtures such as a water-reducer or superplasticizer.It is the authors’ preference to use the term cellular grout as opposed to cellular concrete since by ACI Concrete Terminology an ACI Standard (ACI CT 13), concrete contains aggregates. Normally cellular grout does not contain sand (finite aggregate), but almost never contain course aggregates.The authors believe there are several reasons for this increased use of cellular grout as backfill, such as:• The increase utilization of the various trenchless tunneling methods. Tunnels constructed using trenchless method tend to be smaller in size, excavated diameter or cross sectional area. Making man-entry for placing backfill from inside the secondary liner, utilizing pre-installed grout posts, more difficult if not impossible. It is these workspace restrictions that are the drivers as to when to utilize grout ports installed during the pipe/liner fabrication versus grout delivery pipes installed within the void/annulus space.• The ability of cellular backfills to be pumped and flow longer distances.• The unit weight of cellular grouts can be controlled by mix design and generally can range from 560 Kg/m3 (35 lbs/CF) to 1040 Kg/m3 (65 lbs/CF)."

Jan 12, 2017

By Joseph Berman

The wolframite mineral series was studied to determine the effect of the FeO - MnO ratio on unit cell symmetry and thermal stability. This work was undertaken to evaluate the analytical procedures now in use for wolframite in scheelite and to aid in the development of improved methods of analysis. Wolframite grains were hand-picked, crushed, and screened; impurities were removed by selective magnetic separations using a Frantz isodynamic separator. The samples were further checked by optical spectroscopic and microscopic examination.

Jan 1, 1957

By W. G. Fischer

Basic laboratory tests on trona and the surrounding shales initiated the Rock Mechanics program. The stress-strain curve, modulus of elasticity, Poisson's ratio, the uniaxial rock strength, Mohr's envelope, the biaxial stresses at failure, and creep were investigated. A series of underground problems were then approached using this information and various field measuring devices, most of which were developed by the Bureau of Mines. Initially, stress concentrations near mine openings were evaluated using the stress relief technique. This required an accurate determination of the pre-mining stress field. Later, stress concentrations associated with the cave line were studied. After about 30 stress reliefs over an appropriate time interval the effects of one type of mining could be compared against another. The microseismic technique was used to investi- gate a possible application of warning devices near the cave line. A study of mine reorientation was made. Problems related to the shape and size of pillars and barriers were studied. The effectiveness of roof bolting patterns was examined. Control of roof stresses was attempted. A new system of mining in heavy ground has been developed using the information secured in the Rock Mechanics program. Without this system, mining in more than one instance would have been next to impossible. Indeed, from this one discovery alone, the Rock Mechanics program has paid off in improved safety as well as in dollars. The Westvaco trona* mine is located near the town of Green River in the southwestern corner of Wyoming. It is owned and operated by FMC Corp. on land leased from the US Government, the State of Wyoming, and the Union Pacific Railroad. A conventional room and pillar system is being used, (Fig. 1) with complete removal of the pillars during final mining. Return air bleeders surround

Jan 1, 1964

By Luiz Gabriel da Silva Nascimento

Foi fabricada uma matriz hipoeutética de Al-2%Ni e adicionado nela concentrações de 0,5; 1,0; e 1,5 % de nanotubos de carbono de paredes múltiplas (NTCPM). A fabricação do material estudado aconteceu por fundição e resfriamento unidirecional brusco originado grãos predominantemente colunares. Os ensaios mecânicos mostram que concentrações maiores de nanotubo na matriz provocam acréscimo na propriedade mecânica e que em áreas mais distante da base extratora de calor a microdureza aumenta. Na amostra que contém 1,5% de nanotubos o valor da microdureza em áreas da posição P1 distante 5 mm da interface metal/molde é aproximadamente de 120 HV, já em áreas da posição P5 distante 45 mm, se aproxima de 210 HV. A resistência a tração é influenciada pela adição de NTC. A matriz possui uma resistência a tração de 64 Mpa, enquanto que a adição de 1,5% de NTC eleva esse valor para 135 MPa.

Aug 17, 2017

By Lucas Teixeira Costa

A crescente demanda por aços ultrabaixo enxofre em usinas integradas a carvão mineral tem levado a esforços para reduzir o teor de enxofre no gusa e no aço. Todavia, a falta de uma visão integrada dos processos acarreta em otimizações isolados que nem sempre contribuem para uma efetiva redução de custos e aumento de produtividade final. No presente trabalho, foi construído e validado um balanço de massa capaz de realizar uma previsão do teor de enxofre de final de sopro a partir das entradas iniciais de enxofre na carga metálica e nas adições de fundentes. Para isso, considera-se que ocorre transferência de enxofre entre as fases, segundo seus teores e o coeficiente de partição de enxofre. A raspagem de escória de tratamento de gusa deve ser feita com muito cuidado para promover a melhor remoção da camada sobrenadante e ao mesmo tempo evitar perdas no rendimento metálico no processamento do aço. Utiliza-se o teor de enxofre do gusa carregado no LD como o principal parâmetro de controle, e recomenda-se que seu teor seja superior a 20ppm, uma vez que o esforço necessário para reduzir para teores abaixo desse limite será totalmente perdido no LD, devido à reversão durante o sopro.

Aug 17, 2017

By Nino Catalano, Meeok Kim, Gordon Chen

"The design of the below grade structure of Brigham Building for the Future (BBF) included three different areas to provide power generation and medical facilities as well as a parking garage. The three areas are divided and bounded by 3 foot thick slurry walls. Because each area has different depths and functions, the excavation and construction of the below grade structure presented considerable design challenges. The intricate sequence of excavation and construction between the areas was numerically simulated using a finite element analysis to assess the behavior of the slurry wall and the retained soil. The slurry wall and the related bracing system were modeled as a linear elastic beam and truss element respectively while the soil behavior was simulated using a hardening soil model. The interaction between slurry wall and soil was facilitated by the implementation of an interface element in the numerical model. The design of bracing system to adequately support the slurry walls during the excavation was done based on the envelope of the numerical responses in stage analysis. Predicted lateral displacements of slurry walls were later compared with the field measuring data. The comparison indicated a close agreement.INTRODUCTIONBrigham Building for the Future (BBF) is located in the Brigham and Women’s Longwood medical campus of Boston. The building will serve, once completed, as a biomedical research center and clinical facility to carry out a commitment by Brigham and Women’s Hospital to be the most technologically advanced facility in the country.The 11 story building will also feature a roof garden. The below grade portion of the building has a footprint of 265 feet wide and 210 feet long and is divided into three areas, a 6 stories garage, a cogeneration plant, and an imaging center. BBF was designed and constructed to achieve LEED Gold certification and will have high efficiency and improved sustainability as a medical facility. Ground breaking was in May, 2013. Below grade construction was completed in April, 2014 and the entire building will be finished in late 2016.As shown in Figure 1, the garage area has the largest foot print, 265 feet wide and 125 feet long. The lowest floor of the garage is located about 70 feet below grade. The co-generation plant is about 190 feet wide and 85 long and 50 feet deep. The imagining center is the smallest among three areas. It is 75 feet wide and 85 feet long and 22 feet deep. The areas are separated and bounded by 3 feet thick slurry walls.The perimeter and inner slurry walls were designed to support column loads from the above grade structures, lateral soil pressures and earthquake loads as per the building’s permanent condition and requirement. However the contractor was required to design the temporary bracing and the reinforcement for the slurry walls to resist construction stage loadings."

Jan 1, 2017

By G. D. Mcdowell, L. B. Cochrane, B. D. Thompson

"Abstract - Exploration for deep underground copper and nickel sulfide deposits in the Sudbury mining camp is carried out with surface drilling. More detailed drilling, with an advanced underground exploration program, may be necessary to establish an accurate interpretation of the deposit geology and upgrade the resource estimate to the measured category for reserve estimation and feasibility assessment. Resource evaluation is a lengthy and costly process that could result in a decision not to proceed with the project. For projects that proceed to production, significant reductions in the operating and capital costs could be achieved with a more accurate interpretative model of the deposit geology and mineralization. Quality control procedures to ensure the integrity of the drilling data and interpretation guidelines are essential steps in the development of a deposit model. The use of block modeling techniques and the application of geostatistics for resource estimation further improve the quality of the resource model.Significant improvements to the interpretive models can also be achieved by incorporating additional information from geophysical measurements to validate and constrain the geological interpretation. The geophysical models must be consistent with known geological environments and oreforming processes, which has required the concurrent development of comparative models from exploited deposits. These geophysical techniques can also provide key geotechnical information required for the optimum design of the mining method and mining sequence. The objective of this program is to improve the accuracy of the deposit model and the quality of the resource and reserve estimates in order to optimize capital investments and reduce the development and operating costs of underground mining projects. Several of these techniques are currently being tested at INCO Limited’s Sudbury operations. The results from those tests are presented and their applications are discussed within the framework of resource/reserve classification systems and project evaluation objectives."

Jan 1, 1998

By L. B. Pankratz

Thermodynamic data on the elements, oxides, sulfides, halides, and selected hydrides, carbides, nitrides, carbonates, sulfates, silicates, and miscellaneous compounds were reviewed, evaluated, and compiled at the Bureau of Mines. Values for CP°, S°, H° -H°298, ?Hf°, and ?Gf° are given in tabular form. A brief thermodynamic background and a number of examples and applications are presented.

Jan 1, 1984

By Paulo César Pontelo

Buscando atender seus clientes com soluções inovadoras no campo do tratamento de metais líquidos, a Sidertec efetuou a atualização tecnológica do sistema de dessulfuração primária de uma grande usina integrada brasileira trazendo o seu sistema antes obsoleto para o estado da arte em dessulfuração e ainda substituindo o dessulfurante a base de CaC2 anteriormente utilizado por PureSteel®; tendo como benefícios a otimização do processo, redução de custo de 61% e melhora na condição de segurança operacional pela retirada de produto perigoso do processo da usina. Esta implementação utilizou o Know How Sidertec e se baseou na metodologia de estudo do problema, aprofundamento de engenharia das possíveis soluções e realização do revamping proposto.

Aug 17, 2017

By Elias Macedo de Oliveira

Este trabalho tem por objetivo realizar a avaliação das propriedades mecânicas da zona termicamente afetada (ZTA) de junta soldada de aço fundido de alta resistência, obtida pelo processo eletrodo revestido, analisando o efeito da variação do tempo de tratamento térmico pós-soldagem. Foram soldadas juntas multipasses para avaliação de propriedades mecânicas de um aço fundido de alta resistência mecânica, com preaquecimento de 200°C, corrente contínua, posição plana e aporte térmico médio de 1,5 kJ/mm. Após a soldagem, realizaram-se ensaios mecânicos e metalográficos em corpos-de-prova retirados da ZTA e metal base, tanto na condição de como soldado quanto após tratamentos térmicos pós-soldagem. Os tratamentos térmicos pós-soldagem foram realizados à 600°C, por 1, 2 e 3 horas, visando avaliar o efeito destes tratamentos nas propriedades da ZTA. Os resultados mostraram que as propriedades mecânicas não apresentaram diferenças significativas em relação ao metal base com os tratamentos térmicos realizados, propiciando resultados satisfatórios em relação aos requisitos da norma IACS W22 Grau R4.

Aug 7, 2018

By E Villaescusa, C Drover

The stability of access tunnels is one of the main engineering challenges in deep underground mine construction. Many underground hard rock mining operations are now reaching depths where the induced stresses are such that sudden and violent failure of the excavations can occur very soon after construction. The loading conditions on the installed ground support schemes are often underestimated by conventional engineering design methods. Therefore, the actual loading conditions often exceed the installed ground support capacity. This can result in failure of the excavations and, in extreme cases, potentially closure of mining operations amounting to hundreds of millions of dollars in lost production. More frequently, violent excavation instability at great depth causes operational delays, costly and unplanned rehabilitation, as well as risks to worker safety. In order to address this challenge, this paper briefly summarises a modern, innovative approach to the design and construction of mine development at great depth. The process follows seven main steps. The first step is to characterise the rock mass strength, structure and stress. The second step is a stability assessment, which identifies the plausible modes of excavation failure, based on the rock mass characterisation. The third step is the definition of an excavation geometry which is harmonic to the high stress conditions. The fourth step is to prepare a site-specific face destressing drill and blast design which will reduce the potential for rock mass instability during the development construction cycle. The fifth step is to accurately quantify the expected loading conditions on the installed ground support. The method of doing so is uniquely analytical and probabilistic. It is based on the natural mechanical relationships between rock strength, structure, induced stress and the physical characteristics of the instability, including its mass and ejection velocity. The sixth step of the design process is to specify a ground support scheme arrangement with sufficient strength and displacement capacity to exceed the rock mass demand by a safe margin. The final stage is to install the complete ground support scheme using mechanised technologies which minimise the exposure of the equipment operators to unsupported ground at the tunnel face.

Nov 29, 2022

By Mateus Gomes Rossi

O estudo de recursos e caracterização de jazidas de minério de ferro é de extrema importância frente à demanda mundial deste bem mineral. A ocorrência de minério de ferro em Bodoquena, MS, desperta interesse sobre a viabilidade técnica e econômica deste recurso. A mineralização de ferro está associada à Formação Puga, caracterizada por metadiamictitos, quartzitos e filitos. Este minério de ferro possui matriz magnetítica de granulação muito fina, variando de 0,01 mm a, em raros casos, 0,2 mm, demandando moagem ultrafina para sua liberação. O beneficiamento do minério, realizado por separação magnética de baixa intensidade e flotação reversa, gerou produto magnetítico concentrado com teores de 64,9% de Fe, recuperando cerca de 47% do Fe contido e obtendo baixo teores de P (0,01- 0,04%), SiO2 (±4,5 %) e Al (±1,8%). A redução carbotérmica do minério se mostrou eficaz mediante a pelotização sem aglomerantes químicos, utilizando-se de coque de carvão mineral na composição de pelotas auto-redutoras. O produto final foi uma pelota reduzida a ferro metálico com pequenos resquícios não reduzidos e escória.

Aug 16, 2017