Search Documents

By V. C. Koppe, J. F. C. L. Costa, D. M. Marques, A. Amaral

Errors associated with estimating the grade of an attribute of interest in a deposit can compromise planning, sequencing, and mineral beneficiation decisions. Several factors are associated with estimation errors. Among them, we can highlight the factors associated with sample spacing, the size of production volumes, and the variability of the attribute considered in the estimation. The access to estimation error can be obtained by some geostatistical methods, for example, by stochastic simulation. However, this is a process that in some situations is computer intensive and takes time. Previous works have proposed a simplified method to access the Maximum Estimation Error (MEE) associated with different types of grade variables, depending on the sample spacing, at small production volumes and considering specific coefficients of variation ranges. This paper presents an approach to assess the MEE associated with long-term volumes. Considering the methodology proposed, it is possible to approximate if a specific drilling pattern used in a deposit provides an acceptable pre-determined estimation error for Resource Classification. Results and considerations on the impact of the geometry of larger production volumes on the MEE calculation are also presented.

Jun 25, 2023

By Francisco Vitor Vasques Barbosa

Após 10 anos da aprovação da portaria 598 do Ministério do Trabalho, e ter realizado Laudo de Inspeção em mais de 60 sites industriais de grande porte, a PDCA Engenharia tem sido envolvida no processo de adequação do sistema de gestão de manutenção e operação das instalações elétricas de seus clientes. O relatório de inspeção preconizado no item 10.2.4.g da NR-10 estabelece a obrigatoriedade de se levantar os aspectos não conformes, estabelecer um plano de adequação definindo responsáveis e prazo de execução. Com os efetivos de manutenção reduzidos, nossos clientes passaram a envolver a PDCA na implementação das ações de adequação. Este trabalho consiste entre outras coisas na identificação das intervenções críticas de operação e manutenção das instalações elétricas (15 a 20 no máximo por site), analisá-las do ponto de vista dos riscos elétricos e adicionais associados a cada etapa de execução, estabelecer as medidas de controle necessárias para a mitigação destes riscos, redigir procedimentos e treinar o pessoal envolvido. Outros procedimentos devem trabalhar a eliminação dos riscos para os trabalhadores não autorizados (leigos), que interajam indiretamente em instalações elétricas e serviços com eletricidade. Apresentamos um resumo desta experiência recente com clientes da área Química/Petroquímica e da área de Logística.

Jul 31, 2018

By Jorge Alberto Soares Tenório, Denise Crocce Romano Espinosa, Beatriz Peralta Oruê

Manganese, a toxic mineral, related to manganism may have high added value for the steel industry. The difficulty in obtaining manganese encourages the exploration of new secondary sources such as the lateritic nickel effluent. In Brazil, nickel reserves are predominantly lateritic, making the country a potential producer. For the tests, a synthetic solution was used which simulates the lateritic nickel effluent from leaching. The oxidative precipitation with ozone occurred at the oxygen flow rates: 0.5; 1.0 and 2.5L/min, at the original pH 1.5 at 21°C in a 500 mL bubble column reactor. O3 was produced in the benchtop generator feed by 99% oxygen. The ozonation time was determined by the oxidation potential1.55V. The ozonated solution was centrifuged and filtered. The filtrate and collected samples were characterized in ICP-OES. Optimization tests with ultracentrifuge were performed. The best precipitation reached 97% at 0.5L/min O2 at 6.07 ± 0.045mg/min of O3 dosage and resulted in a solution 10-15mg/L Mn+2, above 1mg/L, maximum value acceptable by Conama 2011, to be retreated before being discharged into the water body or being reused as a manganese source.

Oct 3, 2019

By Claudio Pereira Diogo

Bobinas de aço laminadas a frio galvanizadas com recobrimento do cromo foram empregadas para a produção de telhas e calhas d’água. Entretanto, o fabricante destes produtos teve problemas com as superfícies obtidas, que mostraram sinais de marcas de deformação/estiramento. O problema é que, na aplicação desejada, uma aparência superficial que não seja brilhante e lisa é muito indesejável. Este trabalho foi feito a fim de descrever as condições que levaram o material para se comportar como visto pelo usuário (fabricante de telhados e calhas de chuva) com base em sua aparência e comportamento mecânico. Foram empregadas observações em microscópio estéreo e curvas tensão-deformação, obtidas a partir de ensaios de tração. Com base nos resultados, são apresentadas algumas opções para minimizar a ocorrência de marcas citadas durante a utilização do que as bobinas.

Aug 16, 2017

By Thiago Pires Nagasima

O refino de grão da estrutura bruta de solidificação da liga Cu-30%Zn (latão 70/30) a partir de adições de P e Zr ao banho líquido foi investigado utilizando-se microscopia óptica, microscopia eletrônica e microanálises. Foram conduzidas medidas de tamanho médio de grão pelos métodos planimétrico e do intercepto linear e foram realizadas microanálises por espectroscopia de dispersão de energia (EDS) e de comprimento de onda (WDS). Nas amostras obtidas observa-se que, quando são adicionados P e Zr, sempre ocorre a diminuição do tamanho médio de grão em relação àquele das amostras onde apenas P é adicionado. O menor tamanho médio (? 200 ?m) ocorre para um teor de 0,16% de Zr. O refino de grão coincide com a formação de precipitados geralmente facetados, contendo Zr e P em uma proporção equivalente à da fase ZrP. Sugere-se que as adições causaram a formação de partículas sólidas de ZrP, sobre as quais ocorreu a nucleação heterogênea de grãos da fase Cu-?, resultando no refino de grão.

Oct 30, 2017

By Patrícia Ortega Cubillos

O objetivo do presente trabalho foi avaliar e comparar a composição química e microestrutura de dois fabricantes (nacional e importado) de haste femoral fabricados em aço inoxidável austenítico ABNT NBR ISO 5832-9. As análises químicas dos principais elementos foram realizadas utilizando espectrometria de emissão ótica por descarga luminescente. A microestrutura das hastes foi caracterizada por microscopia óptica, microscopia eletrônica de varredura e difração de raios X. Medidas de dureza Vickers também foram realizadas neste estudo comparativo. As hastes nacionais e importadas exibiram pequena quantidade de partículas de nitreto (fase Z) dispersas na matriz austenítica e tamanhos de grão similares da austenita. Por outro lado, o aumento de 32% observado nos resultados de dureza da haste importada em relação à haste nacional foi atribuído às diferenças de composição química entre estas hastes. Foram identificadas microinclusões ricas em Al nas hastes importadas e microinclusões ricas em Mg nas hastes nacionais. Embora tenham sido observadas algumas diferenças entre as hastes nacionais e importadas, ambas atenderam os critérios de composição e microestrutura da norma ABNT NBR ISO 5832-9.

Aug 17, 2017

By João Júnio Pereira Lino

Este trabalho tem como objetivo demonstrar a influência da laminação de desbaste durante o processo de laminação termomecânica de um aço microligado ao Nb, Ti e V, obtido em um laminador Steckel, nas suas propriedades mecânicas. Duas variações do plano de passe para realização da laminação de desbaste foram propostas. As variações consistiram na diferenciação da redução passe a passe de forma a obter diferentes refinamento de grão ao fim do processamento de desbaste. O processamento de um aço com composição química adequada à obtenção de propriedades mecânicas compatíveis com o grau LNE380 especificado na norma ABNT NBR 6656 é demonstrado. Foram alcançados limites de escoamento a 0,2% de deformação e a resistência à tração na condição 1 de 459MPa 563MPa e na condição 2 de 505MPa e 601MPa respectivamente, sendo que na condição 2 foram obtidos acréscimos de em torno de 40MPa em ambos LE e LR.

Oct 30, 2017

By Dale Verran, Jared Orynik, Chad Sorba, David Bronkhorst

Denison Mines Corp. (“Denison”) has a 90% interest in the Wheeler River Uranium Project (“Wheeler River”) located along the eastern edge of the Athabasca Basin in northern Saskatchewan between the Key Lake mill and the McArthur River uranium mine. The project is host to the high-grade Phoenix and Gryphon uranium deposits, discovered by Denison in 2008 and 2014 respectively, which include combined Indicated Mineral Resources of 132.1 million pounds U3O8 (1,809,000 tonnes at an average grade of 3.3% U3O8). The Pre-Feasibility Study (“PFS”), completed in accordance with NI 43-101 in September 2018, is highlighted by the selection of the In-Situ Recovery (“ISR”) mining method for the development of the Phoenix deposit, with an estimated average operating cost of $4.33 (US$3.33) per pound U3O8. Phoenix is the highest-grade undeveloped uranium deposit known globally, including Indicated Mineral Resources of 166,000 tonnes at 19.1% U3O8 for 70.2 million pounds U3O8. The paper aims to provide a summary of Wheeler River and an overview of the proposed development of the Phoenix and Gryphon deposits according to the PFS completed for the Project. Further details regarding the PFS, including additional scientific and technical information are described in greater detail in the NI 43-101 Technical Report titled "Pre-Feasibility Study for the Wheeler River Uranium Project, Saskatchewan, Canada" dated October 30, 2018 with an effective date of September 24, 2018. A copy of this report is available on Denison's website and under its profile on SEDAR at www.sedar.com and on EDGAR at www.sec.gov/edgar.shtml.

Jan 1, 2020

By Y T. J Kwong

With the recent emphasis worldwide on environmental protection and sustainable development, finding an enriched mineral deposit no longer guarantees mining development. Only if the identified resource can be exploited in an environmentally-friendly manner is it possible that a mine may be developed. Designed primarily to aid with exploring for similar deposits of a particular type, traditional genetic ore deposit models tend to ignore the fact that all mineral deposits are characterised by type-specific environmental signatures. In fact, how an ore deposit can be mined, the commodities of interest extracted and the resultant mine wastes managed are all largely dictated by the geology and mineralogy as well as the environmental setting of the deposit. An environmental ore deposit model integrates such related information to identify the environmental challenges associated with mining an ore deposit of a particular type and facilitates the selection a suitable combination of methods to minimise environmental risks and impacts. Given that environmental management consumes a large portion of the budget for a modern mining project, making informed decisions at all stages of mining development can reduce the overall project cost. Through case examples, this paper demonstrates how environmental ore deposit models may be useful in mine permitting, active mining and in site decommissioning. It is only through an innovative and flexible approach that the mining industry can shed its tarnished image and gain the social license to mine.

Aug 22, 2011

By Vander de Angeli

Em 2014 houve necessidade de substituição precoce de Caixas de refrigeração no Alto Forno devido a vazamentos provocados por defeitos de fundição ocasionando perda de produção. Após análise das falhas no componente, a oficina de fundição da ArcelorMittal Tubarão na busca contínua pela excelência na qualidade de seus produtos, propôs o desenvolvimento de um novo projeto de fundição visando atingimento de nível radiográfico = 3 nas caixas de refrigeração conforme critério de aceitação estabelecido na Norma ASTM E272. Para atingir o objetivo proposto foram inseridos no novo projeto itens para melhorar o processo de alimentação e solidificação do metal. Como resultado o novo projeto apresentou melhora significativa na qualidade do componente do sistema de insuflação de ar do Alto Forno atingindo níveis radiográficos que atendam as exigências da Norma.

Aug 16, 2017

By Flávia Vieira Braga

Este trabalho teve como objetivo verificar a melhor condição para promoção de recristalização de um aço inoxidável ferrítico 430, estabilizado ao Nb, no processo de laminação à quente de acabamento. Ensaios de torção foram realizados para simular o processo de laminação em laminador Steckel, utilizando diferentes temperaturas de laminação. Ensaios interrompidos foram realizados para avaliar a recristalização entre os passes. As amostras ensaiadas foram analisadas por microscopia ótica e EBSD. Como resultado do trabalho, foram levantados os esquemas de laminação mais favoráveis para promover a recristalização. Estes esquemas poderão fornecer subsídios para estabelecimento de prática padrão industrial de laminação deste aço adequada para promover a recristalização.

Aug 8, 2018

By Dimas Pereira Coura, José Geraldo da Silva Moreira, Eder Quental de Araújo

O território brasileiro devido a sua localização na região tropical, possui um grande potencial para aproveitamento de energia solar. O objetivo deste trabalho é dimensionar um sistema que aproveite a energia solar por tecnologia fotovoltaica no setor siderúrgico, o qual é um dos maiores consumidores de energia elétrica da indústria. O estudo é voltado as usinas siderúrgicas integradas a coque, e se baseia no aproveitamento de área instalada em telhados de galpões, para o qual foi definido uma área padrão para facilitar a análise, definição de ângulo de inclinação dos painéis, quantidade utilizada, análise de interferências e posteriormente realizado viabilidade do sistema considerando as diferentes taxas de irradiação de acordo com a localização geográfica de cada usina.

Aug 1, 2019

By Jorge Armstrong, Sean Warren, JOSEF BOURGEOIS

The application of statistical analysis software programs has proven useful for the investigation of rockfall runout distance along a designed slope. Rockfall modeling programs are continually being upgraded with more sophisticated analysis tools, such as the use of the rigid body versus lump mass models. Engineers at mine sites utilizing the software may have varied experience related to these models, their associated input parameters, and how to interpret the generated results. To address this concern, researchers at the Spokane Mining Research Division (SMRD) of the US National Institute for Occupational Safety and Health (NIOSH) investigated the influence of slope height, slope angle, slope material, and rock size for both rigid body and lump mass models in a 2-D statistical analysis program. Based on a literature search and industry input, specific ranges common to that of an open pit mining environment were chosen for each of the input parameters to determine 90% rock runout distance as well as their sensitivity to change. Data collected from this numerical analysis and simulation will be compared to empirical rockfall data gathered through the duration of the Highwall Safety project conducted by NIOSH from 2022–2026.

Jun 18, 2023

By Brian Warner, Siavash Mahvelati, Douglas Rudenko, Mohamad Sharif

Predicting and optimizing production shot vibrations using time-shifting and superposition of signature hole waveforms (seed waves) has been widely used for many years. In this method, a single borehole is detonated and recorded with seismographs at the locations of concern. Since a single hole waveform is a reproducible event, it is reasonable that the seismic signature from a multi-hole production shot can be predicted by summing a series of single hole waveforms that have been time‐lagged at intervals corresponding to delay times from the production shot. However, there are instances where seed waveforms are collected at locations other than the exact location of concern, which raises questions regarding the applicability of such recordings. The present study adopts the well-known concept of dispersion of surface waves to predict seed waves at a location of interest based on seismograms recorded at a closer offset. Surface waves, as their name suggests, are seismic waves that propagate along the Earth's surface. They are the dominant wave type within one wavelength from the ground surface. Surface waves are dispersive in nature meaning that in a layered medium, wave components with different frequencies travel at different velocities causing an input signal to disperse as it propagates. The proposed technique takes seed waves recorded at one location as the input and passes it through a frequency-dependent function developed using site dispersion characteristics. The site’s dispersion characteristics are either measured directly with surface wave methods or retrieved using shear wave velocity information. The output of the function is the seed wave prediction at the farther location of concern. The theoretical background, including the underlying assumptions and limitations, is discussed in detail, and the application of the technique is illustrated through field data from two sites.

Jan 26, 2026

By Ruari Soutar-Dawson, Fisher Wang, Alan Boylston, Michael Denzel

Vertical stirred mills are increasingly used for fine grinding applications in the mineral processing industry due to their high energy efficiency. Thus, modeling power draw is of great interest proven by the effort in previous work including analytical models. In this contribution the development of a DEM-CFD coupled model is presented to determine power draw under different operating conditions. These include grinding media filling level, shaft speed and fluidization as well as changes in grinding compartment configuration. An extensive test program on an especially equipped test mill is initiated to validate the model.

Feb 22, 2026

By Zhi Yang, Ahmad Ghahreman, Farzaneh Sadri

Impurity removal is a very important stage of the hydrometallurgical treatment of rare earth elements (REE) processing circuit, which is performed after water leaching of the acid baked REE concentrate. Lime neutralization has a high efficiency in removal of impurities and is the preferred process due to its economic advantage; however, the process has its own problems, such as the production of large volumes of gypsum and co-precipitation of REE with gypsum, i.e. REE loss. This work deals with the effect of several additives (cetryltrimethylammonium bromide (CTAB), polyvinylsulfonic acid (PVS) and polyacrylic acid (PAA)) on the uptake of REE by gypsum from synthesized acidic solutions. The main purpose of this study is to investigate the changes in the crystalline morphology of gypsum precipitated by the addition of crystal habit modifiers and to determine the crystal changes’ effects on the uptake of REE by gypsum. In this regard, different concentrations (0.2, 2 and 5 g L−1) of above-mentioned additives were studied at room temperature.

Mar 1, 2018

By Peiwei Hu, Min Lu, Tiejun Chen

Based on the analysis of properties of vanadium tailing (VT), the surface modification study was carried out as a polymer filler. The modification effects of the three kinds of coupling agents on VT and the mechanical properties of polypropylene (PP) composites with a modified vanadium tailing (MVT) were compared to determine the suitable surface modification agent and modification processes for VT. The results show that the best one is aluminate coupling agent DL-411. When the content is 1.2 wt% and the temperature was 100 °C, the activity index of modified vanadium tailing (MVT) is 95.53%. FTIR analysis shows that DL-411 has the strongest binding ability on VT. XRD analysis shows that VT has a heterogeneous nucleation on PP to induced b form formation, and DL-411 could enhance this nucleation. So the composites has higher strength and better toughness. When the content of MVT is 10 phr, the tensile strength, impact strength, flexural strength and flexural modulus of the composites are 47.51 MPa, 38.43 kJ/m2, 59.57 and 1654.36 MPa, respectively.

Mar 1, 2018

By Will Frampton, Rachel Salter, Zoe Baldwin, Tim Hampshire

Cementation Skanska were responsible for the design and installation of 200 linear meters of contiguous bored piled retaining wall and approximately 1300 bearing piles for a new commercial arena development in the North of England. Building new retaining walls adjacent to existing infrastructure presents numerous challenges concerning limiting disruption and potential damage to services. The retaining walls formed a partial basement meaning horizontal propping was not practicable. To provide time and cost saving to the project, Cementation Skanska developed a novel, space saving solution to traditional raking temporary propping of the retaining walls. The contiguous wall was propped in the temporary condition by perpendicular secant piled buttresses positioned to avoid the permanent works. The buttresses were constructed from existing ground level simplifying the construction sequence by negating the requirement for additional temporary works associated with conventional propping systems. This paper describes the design and construction of the buttress wall solution, considering retained heights up to 8m, with challenging ground conditions including worked coal seams. The design considered onerous deflection criteria focussing on the services running under the dual carriageway along the East of the site and complex loading conditions from the permanent propping solution resulting in a prop stiffness envelope. The paper will detail the design process for the buttress piles and contiguous piled wall, and the iterative prop stiffness approach utilising Plaxis 2D & Geosolve Wallap. This innovative approach to propping saved the project time and cost by omitting the need for additional temporary works following construction of the wall piles and allowing berms to be removed much earlier. This solution was also considered safer to operatives than raking props. Monitoring was undertaken during the excavation phase of the project and measured deflections were below those predicted during the design process, which could create efficiencies on future projects.

Oct 31, 2023

By J. J. Beeson

Page I. PrimaRy MineRalization............................................ 356 1. Introduction..................................................... 356 a. Scope of Work............................................... 356 6. Acknowledgments............................................ 357 c. The Bingham Mining District.................................. 357 d. General Geology.............................................. 357 e. The Utah Copper Mine....................................... 376 f. Field and Laboratory work.................................... 376 2. The Quartz-Monzonite.............................................. 377 3. The Pegmatite Veins.....:.•..............................:........ 378 4. The High-Temperiture Veins.........................-.............:379 5. The Early Hydrotherma! Period.:......................'............ 380 6. The Late Hydrothermal Period................................:.... 385 II. Seconuabx EnricuMENT............................................. 386 . 1. Author's Note;..... ;............................................ 386 2. Factors Governing Enrichment.....................................: 387 3. The Enrichment.................................................... 387 4. The Covellite Enrichment.; .:; ; : .:. :..:.............:................ 388 a. The Capping above the Covellite Ores:....:....................... 388 b. Conclusions Drawn. from a Study of the Capping and the Covellite ; Ores....,.............................................:.....,.' 392 c. Covellite Enrichment at Depth......:......................... : : 392 5. The Chalcocite Enrichment...................................... ; 394 a. The Carbonates in the Capping above .the Chalcocite Ores...:..: .. 394 ' b. The Formation of Chalcocite..:.:. :......:..'...........,......' 394 . 6. Secondary Chalcopyrite and Bornite.............................i ..., . 395 111.- Conclusions as to the Formation.oF the ImpoRtant Sulphides in the Disseminated ORes........................................,.......... 400 I. Primary MiNeRalization 1. Intrdtiction a. Scop. e .of Work.. first part bf, this paper deals with the country rock, its pegihatitic, pneumatolytic', and hydrothermal altektions; also, the effect of magnetite on the deposition of the primary chalcopyrite and pyrite.

Jan 1, 1916

By Charles L. Kimbell

While the statistical summary focuses on 1991 data, this update and outlook section draws on information available to the author as of the date of final preparation in early 1993. For all the press notoriety associated with the shift in the Near East crisis from the defensive posture of Desert Shield to the restoration of Kuwaiti sovereignty through Desert Storm, this was not the dominant event governing global economic thinking in 1991 and the first half and more of 1992. From the global perspective, the momentous political changes in the area that was the U.S.S.R. and in the smaller emerging transitional economy states of Eastern Europe will have even greater current and long-lasting effects on world mineral industry activities than the crisis in the Near East.

Jan 1, 1993