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By Andre Vien, Jean-François Dupont

"Over the past several years, Svedala has developed a continuous charge monitor (CCM) for tumbling mills. It consists of a strain gauge embedded into a rubber lifter and associated electronics. This paper describes the installation and use of such a device on a SAG mill at the Holt-McDermott Mine. Comparison to measured static volumetric load and bearing pressure and inclusion of the measurement into a control strategy and its potential for condition monitoring is discussed. INTRODUCTIONWhile the measurement of load is very important in all kinds of grinding applications, the biggest benefits are expected from AG and SAG milling. This is what motivated Holt-McDermott to take a closer look at this problem, with a view to optimizing SAG mill performance.In many cases, the SAG mill control problem can be stated as maximizing throughput while avoiding a volumetric overload, with the other constraints (e.g. power, grind size, upstream/downstream equipment constraints, etc.) playing a less important role. This is certainly true at Holt-McDermott where the SAG mill is the production bottleneck about 90% of the time, and anything that can be done to increase SAG mill throughput will have a significant impact on operating profit.Although the goal of maximizing throughput while avoiding volumetric overload is simple to state, it has proven to be much more difficult to achieve. The mineral processing industry has expended a great deal of time and effort to devise control strategies in the pursuit of this objective. While much progress has been made, there is still room for considerable improvement. Across the industry it is probably fair to say that overloads occur relatively infrequently, but the real losses accrue as a result of the tendency to run rather conservatively."

Jan 1, 2001

By L. B. Pankratz

Thermodynamic data on the halides were reviewed, evaluated, and compiled at the Bureau of Mines Albany Research Center. Values for Cp°, S°, H-H°298, -(G°-H°298)/T, ?Hf°, ?Gf°, and log Kf are given in tabular form. CP°, H-H°298, ?Hf°, and AGf° are also expressed algebraically.

Jan 1, 1984

By Tracy Brettmann

? Hollow Stem Auger ? Drill Bits ? Leads/Torque Arm ? Hydraulic Gearbox ? Hydraulic Power Unit ? Grout Pump ? Crawler Crane

Jan 1, 2001

By Tiago Ribeiro Costa

A otimização da matriz energética na produção de metais tem sido um dos tópicos predominantes mundialmente. Um dos principais consumidores ineficientes de energia, em alguns casos impactando inclusive no consumo de fornos elétricos são os sistemas de aquecimento de panelas. Buscando novas alternativas de redução de custos de energia, e redução de emissões, a White Martins encontrou uma alternativa técnica aos convencionais Pré-Aquecedores de panelas ar-gás. É o Sistema de Aquecimento de Panelas Oxicombustão com queimador Optifire, que utiliza oxigênio puro como comburente ou ar enriquecido. Comparado ao sistema ar-gás convencional, é possível promover uma economia de combustível de até 50% e redução de emissões de carbono e NOx. A tecnologia do equipamento consiste em realizar a queima estequiométrica balanceada, através da medição precisa dos gases, utilizando queimadores avançados com maior eficiência e melhorando a distribuição de calor, de forma a não gerar diferenças de temperatura entre seções. Com a tecnologia Optifire é possível inclusive o remanejamento de combustível mais nobre, como gás de coqueria em processos como aquecimento de regeneradores de altos-fornos. Este trabalho descreverá o estudo da oportunidade e dimensionamento para aquecedores de panela.

Oct 30, 2017

By Ricardo Rodrigues Grizotti, Laudelino Cota Fonseca Junior, Marcio Basilio Xaviere

O projeto tem por objetivo desenvolver a padronização e implantação de um Modelo de Governança de Planejamento e Gestão de Estoques de MRO (Manutenção, Reparo e Operação) bem como um Modelo de Reposição baseado em políticas e modelos quantitativos, estatístico suportado de ferramental sistêmico desenvolvido no ERP SAP da companhia que incorpora Práticas de Planejamento e Gerenciamento, para melhor determinação dos Estoques e Nível de Serviços dos Materiais de Natureza MRO visando a otimização e balanceamento dos níveis de estoque com aumento do nível de serviço; redução do stockout; oportunizar a otimização dos tamanho dos lotes de compras para cada SKU; otimização das políticas de reabastecimento para cada classe de SKU e desenvolver indicadores e desempenho para monitoramento e controle do processo de planejamento e gestão dos estoques de MRO. O desenvolvimento, construção e implantação do projeto foi pautado e realizado através do uso da Metodologia Lean Six Sigma e suas ferramentas advindas do DMAIC - (“Define”, “Measure”, “Analyse”, “Improve” e “Control”), como uma estratégia gerencial planejada, com foco nos resultados de qualidade e financeiros, com o objetivo de promover mudanças significativas na empresa, buscando sempre melhorias nos processos, produtos e serviços oferecidos aos clientes.

Oct 1, 2019

By Balu E. George, Subhadeep Banerjee, Shailesh R. Gandhi

"A three-dimensional analysis of laterally loaded helical piles installed in cohesionless soil is presented. Finite Element Analysis was conducted using commercially available Plaxis 3D AE version, assuming Mohr-Coulomb failure for soil. Pile is modelled as plate elements with a single helical blade attached to a hollow shaft. The ultimate load for various configurations is examined considering deformation criteria. The Bending Moment distribution and maximum lateral deflection are also discussed. It was observed that the ultimate lateral load carrying capacity increased by presence of helical blade and the maximum deflection also got reduced. The diameter of the helical blade was found to have significant effect on the lateral deflection, maximum bending moment and the ultimate load. However, the observations from the study suggest that the presence of helical blade seizes to produce considerable effect after a certain depth. Difference in failure pattern with regard to the distribution of soil resistance observed for different geometries considered for numerical analysis are also touched upon.INTRODUCTIONHelical piles or screw anchor piles have gained popularity due to fast installation, instant use, and other advantages over the traditional piles. They are usually used to support structures like solar panels, light houses, and other light structures which are subjected to uplift loads. However, such structures are often subjected to significant lateral loads as well. Under lateral loads, the response of helical piles can be different from that of a conventional pile due to the presence of the bearing provided by the helical blade. However, the proper design remains a concern due to lack of work carried out on the lateral capacity of helical piles.The lateral performance of helical piles is significant because they can act as efficient alternative to conventional piling systems in many applications.The lateral load capacity of screw anchor piles with different number of helices were examined by Mittal et al. (2010) by experiments in sand. They found that the lateral load capacity of piles increases with addition of helical blades. Prasad and Rao (1996) examined the lateral capacity of helical piles in clay by experiments on model piles and found that the lateral capacity of helical piles were more than that of the straight shaft piles. It was observed that the lateral capacity increase with embedment depth and shear strength of soil. Sakr (2009) studied lateral performance of two section helical piles in soft soil. The investigation by Prasad and Chari (1999) reported that the pressure distribution across the diameter is not uniform for circular piles, but it is maximum at the centre and almost zero at the two edges.Puri et al. (1984) after conducting model tests on single-helix, two-helix, and three-helix anchors installed in sand, proposed a mathematical model that was fashioned after Matlock and Reese’s elastic theory model. Elkasabgy and Naggar (2015) investigated he lateral performance of full scale large capacity helical piles in structured cohesive soils and reported the modulus of sub-grade reaction to be non linear."

Jan 1, 2017

By John C. Stankus

At the 13th Conference on Ground Control in Mining, a paper was presented detailing a successful test in which a new truss system was utilized, in lieu of wood cribs, for tailgate support in the Pittsburgh seam (Stankus et al., 1994). Since that time, additional tests using this same truss system in the Pittsburgh and other seams are now complete. Also, several mines are now using trusses for full panel tailgate support with no cribs. Through an extensive instrumentation program, much data and new information has been gained from these tests and the full panel usage. From this data, not only have new concepts pertaining to tailgate support been developed, but also for headgate, pillar configuration, primary and supplemental support. In this paper, an update will be presented summarizing the results of these various tailgates.

Jan 1, 1995

By J. W. JESSUH

TO certain people the name of Northern Rhodesia brings only a vague recollection of a distant country somewhere in Africa; to others, it means a big game territory and the opportunity for excellent shooting; to some, a land of sunshine and peace; but to mining men the name signifies the land where the latest discoveries of copper ore are astonishing the mining world and bid fair, in a few years, to make Northern Rhodesia one of the largest copper- producing countries. There is a fascination about this part of the globe that is somewhat similar to southern California, and at the same time there is that feeling of mystery peculiar to a tropical climate. Perhaps it is the isolation, the fear of wild animals, or the influence of an undefinable something which cannot be expressed.

Jan 1, 1931

A knowledge of airway friction factor (K-factor) is necessary to designing mine ventilation systems for least cost and optimum effectiveness. The friction factor used must be accurate and reliable to estimate correctly roadway resistances and pressure sources for required flows. Though the resistance to flow offered by mine airways has been an object of study over the last half century, no accurate relation has yet been established from which the prediction of the resistance of a projected airway can be made. In Kentucky, only limited and incomplete data on local K-factors are available. Therefore, there is a need for field investigations to determine these values in-situ for existing mining conditions. The author describes a study concerning K-factor that was carried out in ten coal mines, located in eastern and western Kentucky. The results of these investigations are presented in both tabular and graphical form.

Jan 1, 1991

By E. D. Regad, W. E. Wallace, P. S. Mike, C. A. Hill, V. Vallyathan, M. J. Keane

"Respirable-sized quartz, a well-established fibrogenic mineral dust, is compared with kaolin in erythrocyte hemolysis assays aher treatment with saline dispersion of dipalmitoyl phosphatidylcholine, a primary phospholipid component of pulmonary surfactant. Both dusts are rendered inactive after treatment, but the membranolytic activity is partly to fully restored aher treatment with phospholipase Ai. an enzyme normally associated with cellular plasma membranes and lysosomes. Phospholipid-coated dusts were incubated for periods of 2-72 h at a series of applied enzyme concentrations, and the adsorbed lipid species and hemolytic activity were quantitated at each time for both dusts. Surfactant was lost more readily from quartz than from kaolin, with consequent more rapid restoration of mineral surface hemolytic activity for quartz. Interactions of surfactant and mineral surface functional groups responsible for the mineral-specific rate differences, and implications for determining the mineral surface bioavailability of silica and silicate dusts, are discussed. INTRODUCTIONMineral particles depositing in the lung acinus will contact an aqueous coating containing surfactant molecules spread on the air-liquid interface and dispersed within this hypophase; the primary components of that surfactant are diacyl lecithin phospholipids (King and Clements, 1972; King, 1982). Adsorption of this surfactant can suppress the cytotoxicity of mineral dusts (Marks, 1957). Suppression of hemolytic activity, a measure of membranolytic potential and an indicator of bioavailability of the mineral surface, of respirable-sized quartz and kaolin clay dusts with the adsorption of dipalmitoyl glycerophosphorylcholine or dipalmitoyl lecithin (DPL) has been measured (Wallace et al., 1985). Such contact and adsorption of pulmonary surfactant in vivo may provide a first defense system of the lung against respired dusts."

Mar 1, 1992

By Amr Sallam, David Thompson, Moataz Hassan

"The Little Lake Harris (LLH) Bridge was constructed in 1951 to replace the eastwest County Road 48 Bridge connecting the towns of Howey-in-the-Hills and Astatula in Lake County, Florida, United States. The 78-span bridge carries two lanes of traffic, is 3,130 feet long, and 36.1 feet wide. The concrete deck is supported by steel I-girders carried by one row of 18-inch square precast concrete driven pile. In the late 1980's, slight settlements were observed in several bents. In 1990, Florida Department of Transportation (FDOT) initiated annual survey of deck elevations during bridge inspections to monitor settlement. Due to the slow nature and magnitude of settlement, substructure instability was not a major concern to the department. However, public concern over the settlement and rough ride of the bridge continued to rise. FDOT contracted Kisinger Campo & Associates Corp. (KCA) to provide the needed design to correct the dips in the riding surface and minimize future settlement. KCA's initial design was based on the concept of ""helper bents"" at the settled bents in order to restore the bridge to original elevation. Estimated construction cost for seven helper bents was about $3.3M. FDOT requested evaluating other alternatives to reduce the cost of the bridge restoration. KCA involved the geotechnical consultant, Terracon Consultants, Inc. (Terracon), to perform a peer review and provide an economical alternative solution. Jacking and shimming the bridge was determined to be both technically viable and economical with a total cost of less than $300K. The design was completed in March 2010 and construction was completed in February 2011. This paper provides an overview of the LLH Bridge history, summarizes the evolution of the design methodology including the findings of the geotechnical study and presents lessons learned during the design and construction of the project.INTRODUCTIONThe Safety and Preservation of the State Highway System is the top priority of the FDOT. Therefore, FDOT initiated a bridge management program that starts with conducting biennial safety inspections performed by Certified Bridge Inspectors (CBI). The inspection reports together with the CBI’s recommendations are reviewed by a registered Professional Engineer (PE) and work orders are issued with priority ranking depending on the severity of the bridge deficiencies. If the scope of work is considered beyond the in-house crews’ capability, the work is then included in a contract for and bid. LLH Bridge was a little different. It was initiated in direct response to number of complaints the FDOT District 5 Structures Maintenance Office (D5SMO) received regarding settlement of the Little Lake Harris Bridge."

Jan 1, 2015

By R. P. Vinson

The Bureau of Mines conducted a series of tests to determine how well the Bendix BDX 60, the Gilian HFS 113U, the MSA Fixt-Flo, and the Spectrex PAS-3000 dust sampling pumps control the flow rate at 2 L/min. These tests were performed because users need to know the performance characteristics of sampling pumps to select the pump that best satisfies their sampling requirements. Long-term (6- to 8-h) flow stability at various backpressures was examined in relation to the flow control tolerance of ±5% of the flow, the level imposed by Federal regulations; four of the five Bendix pumps did not meet the criterion for this test, which was passed by all other pumps tested. Flow control recovery times were measured at transient backpressures; all pumps evaluated met the criterion for this test. The low-flow indicators of the sampling pumps were tested; only two Bendix pumps and one Gilian pump met the criterion of indicating a flow change greater than ±5%. In the pulsation flow measurement test all of the pumps passed, with pulsating flows greater than 20 Hz. The Bureau also evaluated the manuals accompanying the sampling pumps. All were judged adequate except the Spectrex manual, which was judged poor.

Jan 1, 1985

By Kenneth H. Johnston

This publication describes a thermal-recovery project and two waterflood projects in Carter, Garvin, and Stephens Counties, Okla., that will be visited during the 1966 annual tour by the Bureau of Mines in cooperation with the Kansas-Oklahoma Waterflood Association. Among the unique features of the projects arc (1) the movement of heavy (15° to 28° API gravity) crude oil through the reservoir and into the well bore with energy furnished by burning a portion of the crude oil therein; (2) the use of an inverted nine-spot pattern with dually completed injection wells, to produce oil from deep (8,200 to 10,200 feet) reservoirs; and (3) the flooding of five sand lenses separately by using controlled water injections through multizone completed injection wells. Discussion of the individual projects includes information on their early history, method of completing and operating wells, source and treatment of injection fluids, oil production decline curves, and the results obtained from the development.

Jan 1, 1966

By Aldo Henrique de Almeida Barbosa

Dentre os revestimentos galvanizados a quente, o galvannealed (GA) destaca-se por possuir uma estrutura composta por fases Fe-Zn, o que lhe confere excelente desempenho na aplicação em peças de alta solicitação. A qualidade do revestimento GA é governada principalmente pelo tratamento de galvanneling, tendo em vista seu efeito na formação dos compostos Fe-Zn. A influência desse tratamento é ainda mais pronunciada em aços com características de bake hardenability (BH), pela presença de elementos que alteram a sua reatividade. Nesse estudo, foram avaliados os efeitos das condições de galvannealing na formação do revestimento GA sobre aços BH. Para tal, ciclos de galvannealing variando-se a temperatura de aquecimento entre 530°C e 580°C foram simulados em escala de laboratório. Além dos ciclos completos, foram também realizadas interrupções do tratamento ao longo da etapa de encharque, através de resfriamentos bruscos das amostras, com o objetivo de avaliar a microestrutura do revestimento ao longo de todo o tratamento. Os resultados permitiram determinar os mecanismos de formação e crescimento dos compostos intermetálicos Fe-Zn que constituem o revestimento galvannealed, e correlacioná-los com as características do produto final, de maneira a estabelecer faixas adequadas de processamento desse material.

Jul 30, 2018

By Boleslaw A. Klosinski

Drilling of a pier hole is accompanied with stress releasing in the surrounding soil and often with loosening of soil at the pier base. In effect the drilled piers are more deformable than driven piles of comparable dimension. The bearing performance of a pier may be considerably improved by properly executed base grouting. Various techniques of base grouting are used; many of them were described by Bruce (1986). The grouting devices are often placed within the pier. Alternatively the soil at or under the base is treated by cement or chemical grout. Preloading of the base subsoil by use of a special grouting cell is considered as the most effective way. Treatment of the ground below pier base with cement or chemical grout may be also useful. It may be performed immediately after the pier construction or during service, as a measure for increasing the pier capacity.

Jan 1, 1995

By Yeonuk Choi, Gus Van Weert

"In regular CIL circuits, activated carbon is used for two purposes: avoiding solid/liquid separation after cyanide leaching, and minimizing gold losses in the tails. The carbon distribution and gold profiles in the successive CIL stages are operating variables, not objectives. When the CIL feed contains a preg robbing constituent however, such as native carbon, there will be competition for gold cyanide and this conflicts with minimizing of losses of gold to CIL tails. This paper examines some of the limitations of activated carbon in CIL circuits handling preg robbing Carlin Trend ores.INTRODUCTION Carbon-In-Leach (CIL) has been a great success treating regular gold ores, but the technology is still challenged by preg robbing feedstocks. Little information is available in the gold milling literature on CIL gold extraction from “free” milling gold ores which are preg robbing, or on autoclave discharge (POX’ed) slurries of double refractory ores. Neither feedstock is readily available for experimentation. No literature reference could be found describing deliberate modifications to CIL operations or CIL circuits due to the presence of two types of carbon: “native” and activated. There is some literature on the gold cyanide adsorption activity of native carbons (Schmitz, Duyvesteyn, Johnson, Enloe & McMullen, 2001). Various tests have been devised to measure this activity, commensurate with CIP and CIL practices (Tretbar, Arehart & Graves). In this paper, the term “native” carbon indicates (severely) preg robbing carbonaceous materials found in gold ores. There is considerable literature on the gold cyanide adsorption activity of man-made “activated carbons”. Various tests have been devised to measure this activity, commensurate with CIP and CIL practices. These tests are comparative, i.e. results relate to a standard carbon and depend on the test methodology and carbon history. The test results are equilibrium oriented, hence of limited value to CIL circuit designers or plant operators handling preg robbing solids; in CIL circuits most carbons are not loaded to capacity. Information on gold cyanide adsorption and desorption kinetics might be more relevant and that is one subject explored in this paper."

Jan 1, 2012

By Catia Casagrande

O processo de pelotização foi desenvolvido com a finalidade de aproveitar as partículas finas e ultrafinas geradas nas operações de exploração e beneficiamento do minério de ferro. Entretanto para atender as usinas de pelotização, faz-se necessário utilizar a moagem para adequar as características de granulometria e superfície específica das misturas de minérios de ferro às especificações da produção de pelotas. Porém os moinhos possuem alto consumo de energia elétrica, elevando o custo operacional do processo de pelotização. Frente ao cenário atual, foi realizado o trabalho para estudar a substituição à moagem (área úmida) por processo de multi prensagens. Além disso, foram misturados os minérios de ferro com carvão, a fim de reduzir também o custo da moagem deste insumo. O objetivo principal foi quebrar as partículas de mistura de minérios de ferro e carvão, e avaliar os resultados de superfície específica e granulometria deste produto comparando com o processo padrão (moagem e prensagem). A prensa de rolos de bancada e as análises físicas e químicas foram realizadas para o desenvolvimento do trabalho. Foi concluída a possibilidade de atingir granulometria e superfície específica através de multi prensagens, atendendo o processo de pelotamento.

Aug 16, 2017

By Flavio Viana Diniz Soares

Neste trabalho foi avaliada a desnitrogenação ao longo do tratamento no Desgaseificador a vácuo – RH2 da Usiminas, a partir da amostragem de 10 corridas de aço estrutural para chapa grossa de classe de resistência mecânica de 50 kgf/mm2 microligado com nióbio e titânio, de composição química e em condições de processo similares. Foram retiradas amostras de aço nos tempos 0, 5, 10, 15 e 20 minutos de cada corrida. Os dados foram tratados em dois grupos baseado no teor inicial de nitrogênio. Para o grupo de corridas com o teor menor que 39 ppm, não se verificou redução nos valores de nitrogênio após o tratamento no RH. No grupo de corridas com teor de nitrogênio acima de 39 ppm, evidenciou-se uma redução média de 17% do teor de nitrogênio. Além disso, o teor médio final de nitrogênio em ambos os grupos ficaram com diferença de apenas 2 ppm, evidenciando que o desgaseificador a vácuo RH foi eficiente na redução de nitrogênio para teores acima de 39 ppm.

Oct 30, 2017

By S. G. Malghan, J. P. Van Dillen

Introduction Some uranium minerals are paramagnetic and hence are amenable to concentration by high gradient magnetic separation (HGMS). This paper describes effects of the HGMS parameters-pulp velocity, field strength, matrix loading, and magnetic field gradient-on the product recovery and grade. Unsatisfactory separation of uranium minerals by HGMS is related to ore-specific properties, such as lack of liberation, fine dissemination of uranium minerals, uniform distribution of magnetic minerals throughout the ore matrix, and interference of fine-sized slimes. Experimental techniques to identify and resolve some of these problems are outlined. HGMS of Uranium Ores The mechanism by which uranium minerals are attracted to a magnetic field is either due to its magnetic susceptibility or its association with other minerals that are magnetic. Data on magnetic susceptibility of uranium minerals are scarce. The only reported data are for uraninite at 2360 X 10-6 cm3/mole. Povarennykh (Andres, 1976) concluded that the magnetic properties of minerals depend on: • Structure of the outer electron shell in a mineral with electropositive atoms; • Valence of the atoms; • State of the chemical bonds; • Type of coordination; and • Proportion of magnetic atoms (Fe, Mn, Cr, and Ni) in the composition of the mineral. However, information on the magnetic susceptibilities of the constituent atoms of a mineral alone does not suffice for evaluating the mineral compound as a whole. Most often, uranium minerals can be beneficiated by HGMS if they are associated with other minerals that are magnetic. This appears to be a more predominant mechanism by which the uranium minerals are beneficiated. Experimental A Sala-HGMS (Malghan and Subramanian, 1981), model 10-15-20, separator was used in the experiments. The matrix material-ferromagnetic stainless steel in the form of expanded metal or steel wool-was packed into a 38-mm (1.5-in.) diameter by 360-mm (14-in.) long canister. The matrix material occupied only a 150-mm (6-in.) length. The experimental set-up and slurry flow direction are described elsewhere (lannicelli, 1976). The response of uranium ores in the HGMS was studied by feeding well-dispersed slurry at 10% solids and examining the influence of process variables on selectivity and overall uranium recovery. The chemical and mineralogical characteristics of the ores under study are presented in Table 1.

Jan 12, 1983

By Y. Breau, F. Robichaud

The Expert System implemented at the East-Malartic mill controls a copper flotation circuit while taking into account the profitability of the operation. Treating a copper gold ore, the flow sheet integrates a flotation step followed by cyanide leach circuit. The Expert System calculates the actual net smelter revenue of the flotation circuit, accounts for the operating cost of the cyanidation circuit and defines optimal metallurgical operating targets to optimize the overall economics. To be realistic, probability factors and circuit diagnostic analysis are integrated in the operating target selection. The Expert System has proved to be successful, robust and flexible. It resulted in a copper concentrate grade increase of 1% while maintaining recovery. The use of the expert system also gives plant personnel good training procedures and promotes interaction with mill operator.

Jan 1, 2002