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By Jorge Luís Coleti

A siderurgia mundial vive um momento de excesso de oferta, com isso as empresas necessitam reduzir custos por meio da melhora de processos e/ou através da substituição por matérias primas alternativas às convencionalmente utilizadas. Este trabalho trata justamente deste tópico e busca substituir a fluorita por outra fonte de fluxante, neste caso, o óxido de boro. Neste trabalho o óxido de boro foi adicionado a escórias sintéticas num banho de aço à 1600°C. Foram realizados testes com proporções de 3%, 5% e 7% de óxido de boro na composição das escórias. A fusão foi realizada em atmosfera inerte de argônio em um forno de resistência de dissiliceto de molibdênio. Amostras de aço foram removidas periodicamente a cada 5 minutos até os 25 minutos de experimento. Estas amostras foram analisadas em um espectrômetro de infravermelho. Os resultados indicam a viabilidade técnica para a aplicação do óxido de boro como substituinte da fluorita.

Aug 17, 2017

By M. E. Rossi, J. A. Bassan, J. B. Novillo

Sampling and geological models are the basis of recoverable resources models. They are pillars of mineral resources and reserves estimation, and what geostatistical methods for grade estimation should rely upon. The resource model is best estimated if geostatistical methods make good use of sound geologic models. Data collection from the original drill holes, including field procedures and the quality assurance and quality control (QA/QC) of those samples are pillar one of a resource model. The second pillar of the model is the good use of the logged geological information, resulting robust geological interpretations, and the corresponding three-dimensional models of those interpretations. These models are partly subjective and mostly conditioned by the quality of logging and the geologist’s experience. They are also conditioned by the quality of the three-dimensional models built, regardless of the modeling method employed, traditional or implicit. Grade estimation is more commonly done by applying some geostatistical method and using the two basic sources of information, data and geologic model. Multiple stages are involved in this process, and in all of them there are uncertainties and risks that have to be dealt with. Knowledge, understanding, interpretation, and management of the model’s fundamentals are critical, given that they directly affect its accuracy and predictive quality. The mitigation of related risks allows for the creation of opportunities, generating value and reducing the project’s uncertainty. This paper discusses some of the key variables, uncertainties, and risks involved in the resource modeling process, illustrating with specific examples; discusses possible risk mitigation alternatives, and proposes best practices to avoid or mitigate those uncertainties. Emphasis is placed on taking advantage of technological advances without ignoring fundamentals. INTRODUCTION In the area of mineral resource estimation, one alarming trend that these authors have observed in the past 20 years or so is that the care and diligence in checking the work as it progresses has generally diminished. This is, perhaps, an unintended consequence of the availability of new technologies and tools that attempt simplify and speed up the work involved. This has led to a more casual attitude towards checks and balances that have to be in place at any given stage of the process before proceeding to subsequent stages, as best practices dictate. To some extent, some of these aspects are covered in international standards for resource estimates reporting (JORC, 2012; CIM, 2010). But these are broad, and do not specifically recommend best practices to a level of detail that would have an impact on certain aspects of the process. There are numerous references in the geology and mining journals and conferences that discuss the consequences of poor recoverable resource models (Baker and Giacomo, 1998; Vaughan, 1997).

Jan 1, 2019

By Fabrício Silveira Garajau

O sopro de oxigênio é a principal operação durante o processo de refino de aço em aciarias BOF (Basic Oxygen Furnace). Este sopro é feito por uma lança de injeção de oxigênio através de bocais supersônicos, que devem ser dimensionados para as condições específicas de operação, como por exemplo, vazões e pressões de oxigênio, altura de banho, altura da lança em relação ao banho, etc. O mau dimensionamento destes bocais tem influência direta no tempo e eficiência de processo, além de comumente resultar em desgaste prematuro dos bocais e na retirada do bico de operação. Este tipo de falha tem sido observado em bicos da Vallourec Brasil. No presente trabalho será apresentada a metodologia de estudos e resultados de análise metalográfica em amostras de um bico de lança usado pela da empresa, além de simulações CFD (Computational Fluid Dynamics) realizadas para se caracterizar o mecanismo de desgaste dos bocais. Estas informações foram utilizadas como base para o redimensionamento dos bocais, objetivando conter os impactos causados pelo desgaste.

Aug 17, 2017

By E. L. BROKENSHIRE

FLUORSPAR, a little known non-metallic mineral, referred to technically as fluorite, chemically as calcium fluoride, is a compound of calcium and fluorine in the ratio of one molecule of calcium to two of fluorine. By weight it is composed of 51.3 per cent of calcium and 48.7 per cent of fluorine. Its specific gravity is 3.2. It is brittle, has a hardness of four and can be easily scratched with a knife. It weighs about 200 Ib. per cubic foot and has a melting point of 1650" F. The color of fluorspar ranges from pure white and opaque white, according to its purity, to various hues of yellow, green, pink, lavender, blue and brown, to bluish black. Although the lumps have color, when ground the fluorspar becomes pure white. The reason for this is because the mineral usually carries no fixed pigment, the color being produced by the re- fraction of light rays within the crystal structure and small quantities of organic matter which readily oxidizes. It crystallizes in the isometric system with perfect octahedral cleavages.

Jan 1, 1929

By Ana Paula Domingos Cardoso

Este trabalho descreve o desenvolvimento, as características técnicas para a produção do produto Usibor® 1500 pela ArcelorMittal. A viabilidade de produção destes materiais é decorrente do processo de otimização de operação e infraestrutura da sua linha de galvanização (Continuos Galvanizing Line). O trabalho engloba também características técnicas gerais do produto, microstruturais e mecânicas, assegurando conformidade com normas internacionais de qualidade do mesmo. Afim de conhecer a microestrutura e propriedades mecânicas do material Usibor®1500, antes e após conformação a quente será apresentados resultados de aplicação do material estampado industrialmente no setor automobilístico.

Aug 17, 2017

By Túlio Moreira Campos

A tecnologia da Prensa de Rolos se encontra cada vez mais presente em circuitos de cominuição na indústria mineral. No caso de minérios de ferro itabiríticos, essa tecnologia está sendo aplicada de forma pioneira no projeto Minas-Rio, atualmente em fase de ramp-up. O trabalho compara o desempenho das Prensas de Rolos do circuito Minas-Rio sob diferentes condições de operação em relação às previsões obtidas pelos três principais modelos matemáticos disponíveis na literatura: Morrell / Lim / Shi / Tondo (1997), Torres & Casali (2009) e Dundar et al. (2013). A comparação foi realizada considerando o ajuste dos modelos a um caso base, sendo os demais testes simulados a partir dos parâmetros ajustados para esse. A comparação entre os modelos foi realizada com base nas previsões de potência consumida, capacidade e distribuição granulométrica do produto. Em geral, foram obtidas boas previsões da distribuição granulométrica do produto com os diferentes modelos, embora o modelo de Morrell / Lim / Shi / Tondo tenha superestimado a finura do produto em alguns dos testes. Além disso, foi observada uma boa correspondência entre a potência experimental e a simulada para os três modelos na maioria dos testes industriais. Entretanto, a capacidade prevista pelos modelos de Morrell / Lim / Shi / Tondo e Torres & Casali foi subestimada em todos os casos em relação aos valores experimentais.

Aug 17, 2017

By José Flávio Viana

A redução do custo de fabricação do aço tem como ponto importante o refino secundário, seja com a utilização do Forno Panela, aquecimento químico ou borbulhamento de argônio. A qualidade e tempo de formação da escória sintética tem relação direta com o custo do tratamento. As escórias sintéticas sinterizadas produzidas pela Tecnosulfur contribuem significativamente para a redução do custo total de tratamento do aço nesta etapa.

Aug 17, 2017

By Bo-Hyun Kim, Steve Berry, Mark K. Larson

"When coal pillar bursts occur, they involve the sudden expulsion of coal and rock into the mine opening. These events occur when relatively high stresses in a coal pillar, which serve as support in underground workings, exceed the critical capability of the pillar. This causes the pillar to rupture without warning. A cleating is a type of naturally occurring joint system unique to coal seams. However, cleatings are pervasive throughout the coal seam and are much more tightly spaced than joints occurring in other rock types. In this study, researchers from the National Institute for Occupational Safety and Health (NIOSH) investigated 84 coal samples obtained from a Utah coal mine by conducting both unconfined and triaxial compressive tests in order to examine the response to stress as a function of both confinement and orientation between cleat and loading direction. The results of the study show that the confining pressure dictated not only the peak compressive strength but also the brittleness as a function of the major-to-minor principal stress ratio. The spalling limit of the coal estimated by the s-shaped brittle failure criterion appears to be very dependent on the angle between the cleat and the loading direction, particularly at lower confinement.INTRODUCTIONCoal pillar bursts, or bumps, remain a most critical safety concern in underground coal mining, despite significant advancements in engineering controls. As shown in Figure 1, between 1983 and 2014, there were nearly 400 cases of reportable dynamic failure accidents in coal and nonmetal mines, resulting in 20 fatalities, 155 lost-time accidents, and an estimated 48,000 lost man hours (MSHA, 2015). These types of events have been documented for well over 100 years within the American underground coal mining industry. During this time, mining practices and support technologies have evolved considerably, resulting in an overall decrease in the rate of dynamic failure-related injuries and fatalities. Although techniques and practices of mining are highly advanced, coal pillar bursts, or bumps, continue to occur (Mark and Gauna, 2015). If coal is expected to fail in a brittle manner, behavior changes associated with relatively low tensile strength, such as the transition from tensile to shear failure, have to be considered and reflected in the adopted failure criteria. Rock failure in tension takes place at low confinement around excavations due to tensile failure in heterogeneous rocks (Diederichs, 2007). The prospect of tensile-dominant brittle failure diminishes as the confinement increases away from the excavation boundary. Therefore, it is expected that the transition from tensile to shear mode in the failure mechanism occurs as the confinement level changes and conditions for tensile failure are prevented or strongly diminished. In addition, many uncertainties remain because of the highly anisotropic characteristics of coal seams associated with geologic structure and the mining-induced spatial redistribution of stress in coal pillars. Thus, to prevent fatalities in underground coal mining, continuous effort is required to better understand the catastrophic failure mechanisms in coal mines."

Jan 1, 2018

By Tatiana Salviano Gadelha

Rejeitos de mineração descartados na forma de polpa possuem, geralmente, grande quantidade de água e reutilizá-la no processo, por meio de operações de desaguamento mais eficientes é de grande importância para a implementação de projetos de menor impacto ambiental. O presente trabalho visa estudar as operações envolvidas no desaguamento de um rejeito de níquel, com o objetivo de principalmente a maximizar a recuperação de água de processo. Para tanto, foram avaliados: a influência da concentração de sólidos, uso e dosagem de floculante, pressão no filtro, o processo de filtração com e sem prensagem e a influência destas variáveis na umidade da torta e na recuperação de água. Os resultados mostraram que quanto maior a dosagem de floculante menor é a recuperação de água na filtragem; por outro lado, quanto maiores a concentração de sólidos e a pressão, maior a recuperação de água. Verificou-se a importância do uso da prensagem para maximizar a recuperação da água contida no sedimento, sendo possível comprovar que o rejeito de níquel floculado e filtrado com ?P de 6 bar com o uso de prensagem promoveu a recuperação de até 77% de água.

Aug 17, 2017

By Fernando Dellacqua Cristo

Durante o processo de desfosforação, as principais fases sólidas formadas na escória são o silicato dicálcico (2CaO.SiO2) e tricálcio (3CaO.SiO2), o fosfato tricálcico (3CaO.P2O5), e o 3CaOSiO2.3CaOP2O5 formado pela oxidação do fósforo em solução sólida com o silicato tricálcio. O objetivo deste trabalho é estudar a formação destes compostos e avaliar a influência das fases sólidas e líquidas formadas na eficiência da desfosforação. Foram analisadas diferentes composições de escórias industriais com diferentes teores de CaO e FeO. As fases presentes na escória e a sua viscosidade foram determinadas pela termodinâmica computacional utilizando o software FactSage (usando os bancos de dados GTOXID e FTOXID) e os resultados destas análises foram relacionados com a eficiência de desfosforação. A eficiência da desfosforação também foi relacionada com os diferentes modelos de relação de partição do fósforo (Lp) disponíveis na literatura.

Aug 16, 2017

By Douglas Brand

"The data that many mineral processing plants make use of, is provided by samples taken from sampling systems which are inadequately designed or improperly maintained, and therefore cause detrimental effects to plant operations, production planning and metallurgical accounting! Poorly designed or maintained sampling systems will likely produce low probability samples which give the operator a false sense of security of the product and the process. If data is the basis for action (Flintoff, 1992, p.2), then using the resulting suspect or bad assays by operators, control systems, or metallurgist and administration personnel will act and make decisions which may adversely affect the profitability of a processing plant. Here we will discuss some of the fundamental sampling problems, propagation of errors and a method to estimate what impact this has on an operations Net Smelter Return.INTRODUCTIONIn order to control a mineral processing plant at its best potential, it is necessary to obtain the best possible measurement results of the metal or mineral in question. The sample which is delivered to a measuring instrument, or lab, needs to be of the highest probability to be able to achieve this. This paper will discuss the effects of sampling errors on grade / recovery and grade / Net Smelter Return (NSR) and provide a method to estimate the monetary advantages of using probabilistic sampling in a processing plant.REVIEW OF SAMPLINGSampling, by definition, is the removal of a small representative portion from a total consignment, or flow, for the purpose of accounting or process control.• A sample can only be considered representative, if each and every increment collected, in each of the sampling stages, is representative.• Each particle of the sampling lot must have the same probability of being included in the final sample.• If both of the above conditions are met, then the final sample will be representative of the complete sampling lot.It is commonly known that in order to take truly representative and probabilistic sample, best practices indicate that:• The total stream should be sampled.• The sample cutter should intersect the sample at right angles to the flow.• The sample cutter should travel through the stream at a linear and constant speed and the speed deviations should be less than 5%."

Jan 1, 2016

By Donald L. Stewart, Ken Overfield, Edward M. Williams

"Recent increases in energy cost have lead to a renewed focus on energy efficiency during aluminum melting operations to reduce fuel usage. The goals of a batch melting operation are to melt the charge using the minimum required energy, to melt the metal to the required temperature within the required timeframe, and to avoid generating unwanted contaminants by overheating the charge.The heat transfer efficiency of a conventional hydrocarbon fired aluminum melting furnace varies over the course of the melt cycle, depending on the conditions in the furnace. The purpose of this work was to develop a method of determining the transient heat transfer efficiency throughout the furnace cycle and to take advantage of this knowledge to optimize the melting process through furnace controls and proper production operations. This furnace survey methodology has been developed and used to evaluate a number of furnaces.Description of a Typical Batch Melting Furnace CycleA typical batch melting furnace cycle will consist of three stages:1. Charging – Solid metal charged through an open roof, solid or molten charged through an open door, and/or molten poured through a furnace blister2. Melting – From the time the door or roof is closed and the burners are turned to high fire until the charge is all liquid and has reached a temperature suitable for alloying (typically ~1350 °F / 730 °C)3. Holding – From the end of the melting stage until transfer or casting is completeIn some cases, further charging can take place after the melting cycle has started. This can happen when the entire solid charge will not fit in the furnace in one load, or if additional molten metal is added while the charge is melting. The bulk of the energy used in the melter is consumed during the melting cycle. The thermodynamic minimum energy requirements for melting pure aluminum are:• Energy required to heat pure aluminum from room temperature to the melting point at 1220°F (660°C) is 288 BTU/lb (670 kJ/kg)• Energy required to change state of pure aluminum from solid to liquid (heat of fusion) is 171 BTU/lb (397 kJ/kg)• Energy required to heat molten from melting point at 1220°F (660°C) to 1350°F (730°C) is 36 BTU/lb (83 kJ/kg)• Total energy required to melt a solid charge from room temperature to 1350°F (730°C ) is 495 BTU/lb (1151 kJ/kg)"

Jan 1, 2009

By Danilo Gonçalves de Oliveira, Rogério Martins Pereira

Chatter is a widely studied vibration phenomenon that affects most cold mills around the world and its impact on these lines are tremendous: from productivity and quality losses to mechanical equipment damage. The investigation of its origins and how to minimize the occurrences and their impact on the equipment require special instrumentation and algorithms in order to have a detection of the vibrations as soon as they start. This paper presents three methods of identification of chatter on a Tandem Cold Mill and the actions to leave the vibration frequency range before its amplitude achieve catastrophic values.

Oct 1, 2019

By Raj K. Rajamani, Solomon A. Tucker, Michael K. McCarter

"In a study aimed at exploring possible improvements in operating performance at an Open Pit Copper (OPC) mine in the western U.S., the impact of blast energy changes on crushing performance was evaluated. OPC feeds its 3-stage crushing plant in 12-hour-day shifts with skarn ore from three domains: Pit_B (B), Pit_S Low-Grade (SLG) and Pit_S High-Grade (SHG), in the blending ratio 1:1:1 (B/SLG/SHG). Thecrushed product is fed to a 2-stage ball mill circuit. "

Jan 1, 2017

By RUDULF KUDLICH

Pennsylvania anthracite coal is almost universally recognized to be the solid fuel best suited for domestic use when cleanliness , convenience and cost are considered . At various times and in various localities , however, conditions so affect the supply that it becomes insufficient or is too high in price and recourse must be had to other fuels as substitutes . In practically every district in the United States where anthracite has been the common domestic fuel , some other fuel is available as a substitute . In even the most severe climates such fuels are used either as emergency substitutes for anthracite , or as the ordinary domestic fuel . There may be some drawback to the use of such fuel , such as the need of more frequent attention to the furnace , smoke , soot and dust , in the case of solid fuels lower in price than anthracite , but these inconveniences must be accepted as necessary accompaniments to a decreased fuel bill . The cleanliness and ease of handling anthracite in the house must be considered in the light of a luxury and a higher cost of heating with this fuel must be expected . That a growing number of people are willing to pay for such added convenience is evident from the increasing mumber of heating installations using oil , gas and electricity , all of which are more convenient and usually more expensive even than anthracite .

Aug 1, 1923

By Simon D. Strauss

Production and consumption of nonferrous metals in the United States during 1950 were at peak levels for the postwar period, as is shown in Tables I, II, and III. The trend of production was upward through most of the year. At the year end, with the possible exception of the Tri-State zinc-lead district, the large mining operations in the country were running at capacity. The absence of serious labor interruptions during the year was an important contributing factor in the increased out-put of metals, since in each of the previous postwar years there had been a number of major strikes which affected production adversely.

Jan 2, 1951

By RavikiranVaidya, Vishal Dhamecha

Low Strain Pile Integrity Testing has been used in India since 1990’s and several have tried to demonstrate the utility and benefits of this method. However, use of this technology was limited till 1998 as not enough data maybe was not available to justify its use and application on major infrastructure and real estate projects. The first author has done significant work in this method resulting in its use in practically all sectors of the industry that use concrete bored pile foundations as a supporting element. The paper explains various signal enhancers or modifiers involved in processing of low strain test data and its implication on the final output. It also describes how the method can lead to abuse or can provide poor interpretation if incorrectly used. The current effort is to demonstrate that data collection and evaluation becomes complex with changes in soil stratum and pile profile. The paper highlights the present testing practices and provides a guideline for classification of pile integrity into few simple categories in Indian context rather than writing complex interpretations.

Sep 1, 2022

By Thierry Bernard, Pierre M. Vuillaume, Michel Kiszlo

"In the context of its studies for the trench ministry of the environment and for the French national coal board, INERIS (the French institute for the industrial environment and hazards, formerly CERCHAR) has made a complete critical survey of the methods generally used to reduce the levels of blastingvibrations."

Jan 1, 1996

By Revy T

A testwork program aimed to improve the assaying of underground face samples established that for an Accelerated Cyanidation Extraction using the LeachWELLTM 60X catalyst, followed by an Aqua Regia finish (to quantify non-cyanide-extractable gold): ò Assay results (including the aqua regia finish) from a full set of samples from one underground face can be returned within four hours. ò The reagent dose to make the method simple and 'bullet-proof' is 8 gm LeachWELLTM 60X and 20 gm NaCN per 200 gm sample (30 per cent solids). Pulverising is to 90 per cent passing 75 micron (compared to the standard of 90 per cent passing 150 micron), and cyanidation is completed within one hour - however both might be further optimised. ò The LeachWELLTM/Aqua Regia results demonstrate that Fire Assays suffer from a significant nugget effect which makes the Fire Assay data relatively unreliable. ò Original costs, specific to Bannockburn (viz including an Aqua Regia finish), handling approximately 20 000 to 25 000 per annum is estimated to be $5.40, ie about one-third less than fire assaying. Optimising is further reducing these costs. It is estimated that the LeachWELLT"'/Aqua Regia assay procedure has reduced the probable error limits of any given assay of this ore from the range 0.74x to 1.36x for Fire Assay, to an appreciably smaller range of 0.90x to 1.11x. Thus for a cut-off grade of 1.60 g Au/t, samples with Fire Assays ranging up to 2.18 g Au/t have 25 per cent chance of being below cut-off, while samples with Fire Assays as low as 1.18 g Au/t have an equal chance of actually exceeding cut-off grade. This 1 g Au/t range in uncertainty is generally unacceptable for many practicalgrade/tonnage relationships. By contrast, using LeachWELLTM + Aqua Regia assays, the estimated corresponding limits are 1.44 g Au/t and 1.78 g Auk respectively - a far more tolerable 0.34 g Au/t range of uncertainty. Subsequent data has demonstrated that sufficient accuracy for grade control is achieved by Accelerated Cyanidation alone, further halving the cost of assays.

Jan 1, 1994

By John C. Niedzielski

The existing US-70 Bridge over the Gila River at Bylas, Arizona is planned to be replaced due to its current poor condition. The replacement bridge is planned to be a 15-span, 1,904-foot (580 meter) long bridge, the third-longest bridge in the state highway system. Within the Gila River floodplain, granular alluvial soil is underlain by cohesive lacustrine soil; bedrock was expected due to nearby terrain but not encountered within the geotechnical exploration depth of 166.5 feet (51 meters) or less. Based on the anticipated loading conditions, design scour depths and the soil conditions, the full structural loads are carried by large diameter drilled shafts; therefore accurately determining the axial capacity of the proposed drilled shafts has important practical and safety implications. The conventional methods for axial capacity determination may be overly conservative to use for design in the site?s layered granular and hard clay soils. An Osterberg cell load test was performed to obtain detailed information on the load transfer from the drilled shaft in side friction and base resistance to allow optimization of the bridge foundation design. The full-scale field test played a significant role in the design of the project?s deep foundations, notably, by incorporating the specific subsoil properties and consequently, an exact prediction of the load-settlement behavior under loading. This paper provides the results of the geotechnical site investigations, drilled shaft load testing procedures, and shaft load distribution from the load test results. Comparisons were developed between predicted axial capacities of drilled shafts using several design methodologies and the axial capacity measured from static load testing. The load test results showed that underestimation of the axial capacity is evident using conventional methodologies. The exact prediction of the load-settlement behavior under loading combined with a site-specific design approach, resulted in a substantial reduction of foundation costs due to reduced drilled shaft dimensions.