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By Paul Chamberlin

Although performing a heap leach test is inherently simple, a lot of information beyond extraction, leach time, and reagent consumption can be obtained from a well designed test program. The following is a list of information to look for and acquire when performing column tests and field heap leach tests.

Jan 1, 1998

By Wade N. Ellett, K. Marc Le Vier, Timothy A. Fitzpatrick, Kenneth A. Brunk

As the gold mining industry matured through the 1980' s, and into the 1990's, the development of refractory gold orebodies has become more prevalent. Newmont Mining Corporation developed and commercialized flash chlorination for the treatment of carbonaceous preg robbing ores; Homestake Mining Company developed and commercialized the industry's first application of autoclaves. Barrick installed the world's largest autoclaves on whole ore treatment a few years later. Dry grinding and roasting followed at Placer Dome's Cortez, Freeport -Independence and Newmont's Carlin operations. Today, numerous papers are presented on research efforts worldwide which address treatment of refractory gold ores by bioxidation, roasting, autoclaving, alternative lixiviant treat­ment and other novel process ideas. The overall objectives are to develop economic processes for difficult refractory ores where no process exists or conventional practice is cost prohibitive. Successful research can lead to lower operating costs, increased profits, and increased ore reserves. One such research effort directed by E I DuPont de Nemours and Company, Advanced Mining Technologies, was focused on gold ores which were refractory in nature due to the cyanide soluble copper content. Approximately five years of research effort culminated in a patented process (U.S. Patent 5,411,575)1 and the formation of a new joint venture company, AuGMENT Technologies, in 1995 with Newmont Mining Corporation. Today significant progress has been made in moving the laboratory scale tests to commercialization.

Jan 1, 1997

By M. S. Hunter, Al Bishop

In 1994, Lone Tree Mine invited Hunter Hawk to participate in a problem-solving arena at their mine located in Valmy, Nevada. Lone Tree was experiencing consistency problems with autoclave valve component quality and delivery. Based upon a prior working relationship at Homestake Mining Company's McLauglin Mine, located in Lake County, California, both customer and vendor enjoyed a measure of rap­po1i and trust - the keys to problem solving communication. This paper is an overview of the problem solving process that has contributed to Lone Tree's excellent record of 95 per cent autoclave availability since 1995.

Jan 1, 1998

By Corale L. Brierley

This paper lists commercial bioheap and stirred tank bioleach operations and explains the status of these operations. A total of 17 commercial-scale bioleaching plants have been commissioned. Bioleaching plants are divided into two technology applications: bioheaps and aerated stirred­tanks. In bioheap leaching, secondary copper ores or sulfidic refractory precious metal ores are crushed and bioleached on pads. Stirred-tank technology is used to bioleach base and precious metal concentrates.

Jan 1, 1999

By R. J. Quevedo, Y. A. Sari, S. D. McKinnon

The large scale of cave mines leads to many challenges, including operational logistics and geomechanics design. In current practice, pillar stability assessment relies almost exclusively on stress analysis. However, stability is also affected by other factors including those related to operational aspects of the mining method, the effects of which are difficult to account for during the design stages. In this paper we present a case study of the application of a machine learning approach to evaluate the influence of these operational factors on pillar stability at the Chuquicamata underground cave mine in northern Chile. Due to the likely multi-factorial damage process leading to collapses and considering the different pillar conditions, a tree-based machine learning method was used and analysed to improve the understanding of the relative importance of the various contributing factors. Unlike stress analysis methods, it does not require any a priori knowledge of failure mechanisms, nor the calibration of associated controlling parameters. The proposed random forest model predicted pillar collapses with 80% accuracy despite limited samples to model from. The main contributing factors to collapses were found to be related to available pillar volume, cave front geometry, and time under abutment stress conditions. The effects and interactions of such factors were also studied, showing that careful and improved control over operational conditions can significantly reduce the likelihood of pillar collapses. These conclusions could not have been obtained from stress analysis alone, illustrating the complementary nature of conventional stress analysis and machine learning approaches.

Mar 14, 2024

By J. P. Gouvea

Back-analysis of two mining-induced tremors in 2011 was used to determine a modelling criterion for the entire Klerksdorp Goldfield (i.e., Vaal Reefs region). At that time, most mining operations in the region were owned by AngloGold Ashanti (AGA) and shared many geotechnical similarities. By 2018 AGA had sold off all its Klerksdorp operations to different mining companies, which continued applying the 2011 modelling criterion. As mining activities became more remote, scattered, and isolated, the extraction of isolated blocks of ground and remnants became increasingly necessary. However, the inherited criterion allowed only minimal or no mining activities at these areas. Keeping in mind that safety is the overriding consideration, an innovative numerical modelling approach, which includes the application of peak particle velocity designs, was developed to provide practitioners in the Klerksdorp Goldfield with a suitable criterion to justifiably and safely mine isolated blocks of ground and remnants. This would not always be possible if a conformist approach was used.

Mar 14, 2024

By W. Bendaikha, S. Larbi, A. Ramdane

An oolitic iron ore from Gara Djebilet, Algeria was characterized by X-ray diffraction, scanning electron microscopy, and energy dispersive spectrosopy and the phosphorus distribution between various phases studied. Two ore types were identified – a haematite-dominated, oolitic type and a more massive, magnetite-dominated type. The haematite-dominated ore had a higher phosphorus content, up to 0.6% in the iron oxide minerals, than the magnetite-dominated type (0.3% P). Owing to the very fine-grained texture of the gangue minerals, reducing the phosphorus content to levels suitable for steelmaking (below 0.05% P) by conventiobal means would entail an energyintensive process with a high carbon footprint. Preliminary leaching test work using a sulphurous geothermal water as lixiviant, assisted by solar thermal acceleration, gave very promising results, removing 0.13% of the residual P (or 21.7% removal of total P) from the high-phosphorus oolitic ore.

Mar 14, 2024

By S. Swanepoel, A. V. Cherkaev, Q. G. Reynolds, M. Erwee

Ferrochrome (FeCr) is a vital ingredient in stainless steel production and is commonly produced by smelting chromite ores in submerged arc furnaces. Silicon (Si) is a componrnt of the FeCr alloy from the smelting process. Being both a contaminant and an indicator of the state of the process, its content needs to be kept within a narrow range. The complex chemistry of the smelting process and interactions between various factors make Si prediction by fundamental models infeasible. A data-driven approach offers an alternative by formulating the model based on historical data. This paper presents a systematic development of a data-driven model for predicting Si content. The model includes dimensionality reduction, regularized linear regression, and a boosting method to reduce the variability of the linear model residuals. It shows a good performance on testing data (R2 = 0.63). The most significant predictors, as determined by linear model analysis and permutation testing, are previous Si content, carbon and titanium in the alloy, calcium oxide in the slag, resistance between electrodes, and electrode slips. Further analysis using thermodynamic data and models, links these predictors to electrode control and slag chemistry. This analysis lays the foundation for implementing Si content control on a ferrochrome smelter.

Mar 14, 2024

By I. Ince, S. Kahraman, M. Rostami, B. Dibavar

The density, porosity, and strength of rocks are fundamental in the design of geo-engineering projects. Determining these properties requires the preparation of smooth core samples, which is usually impossible for soft rocks. Besides, only fragmented samples may be available in some projects. A method for predicting rock properties from rock particles such as drilling debris would therefore be useful. This study was undertaken to develop prediction equations for compressive strength (UCS), tensile strength (BTS), density, and porosity values from the crushability index (CI) obtained from rock fragments. The results showed that UCS, BTS, density, and porosity were strongly correlated with the CI. The physical characteristics and strength of rocks may be predicted with the help of the derived equations. The CI test is a valuable tool for estimating rock properties in drilling projects and in situations where core specimens are not available.

Mar 14, 2024

By Robert H. Peters

How can employees be stopped from engaging in unsafe work practices? It is often easier to prevent employees from performing unsafe acts through manipulations of the work environment than through various training or motivational programs. Therefore, it is important that accident prevention programs seek to identify the reasons for the unsafe behavior and to redesign tasks and the work environment (e.g., tools, equipment, physical surroundings) in order to remove employees from sources of harm and to prevent situations from arising that would prompt them to perform unsafe acts. Unfortunately, in the mining industry the work environment is often innately hazardous, rapidly changing, and difficult to predict, making it very difficult, perhaps impossible, to fully protect the employee by environmental manipulations. Therefore, it is important that effective methods be identified for influencing mine employees to work safely. Various strategies have been used to convince employees to avoid unsafe acts and/or adopt self protective behaviors. The intent of this article is to provide guidance to mine operators concerning the use of four techniques for influencing mine employees to work safely: (1) employee surveys, (2) incentives, (3) fear communications, and (4) disciplinary actions.

By Fabio Da Costa Garcia Filho

O uso de resíduos de vidro como aditivo mineral finamente moído, em substituição parcial de cimento e agregados é uma direção promissora para a reciclagem. Este trabalho teve como objetivo analisar a influência de resíduos do processo de corte de vidro em argamassa adesiva, como substituição parcial de cimento e agregado miúdo. O vidro em pó foi utilizado em percentuais de 10, 15 e 20% em peso em substituição ao cimento Portland e, em outro momento, em substituição ao miúdo agregado. Verificou-se que a substituição refletiu positivamente sobre a resistência à adesão da argamassa, com o aumento da temperatura de cura.

Oct 30, 2017

By Márcio Lobato Genelhu

Este trabalho tem o objetivo de apresentar o modelo de recuperação refratária a quente dos regeneradores dos altos-fornos, através da técnica de solda cerâmica, visando o aumento da vida útil e evitando a parada prematura para a manutenção destes equipamentos. A aplicação da solda cerâmica prolongou a vida útil dos regeneradores.

Aug 8, 2018

By ArcelorMittal Tubarão - Aços Planos

Fatos Relevantes - Produção anual de 4.491.854 t de aço bruto - produção estável em relação à 2012. - Produção anual de Bobinas Laminadas a Quente de 3.726.871 t - 7,8% de elevação em relação a 2012. - Unidades Geradoras da Central Termelétrica em manutenção aproveitando período de menor produção relacionado à parada do Alto Forno 3. - Redução relevante na geração de energia elétrica interna devido menor disponibilidade de combustíveis (off-gas) e redução de produção na Sol Coqueria adequando à demanda de coque do grupo ArcelorMittal Brasil.

Jul 31, 2018

By Harald P. Ludwig, Matthew J. Niermann

The support of excavation (SOE) for the Capitol Crossing project in Washington, DC consisted of a combination of soldier piles, lagging, tiebacks, braces, underpinning, single auger soil mixed (SASM) walls, micropiles, and a tiedback slurry wall. Over 130,000 square feet of SOE was installed with more than 1,300 tiebacks providing lateral support for excavation depths of up to 72 feet. Several structures including the Holy Rosary Church, the Bell Tower, the Casa Italiana, and a modern office building were supported by a combination of conventional hand dug underpinning pits, bracket piles, and stiff SASM walls. This paper will focus on the design and performance of the SOE adjacent to the Holy Rosary Church and the Bell Tower. Deflection-based design was used to estimate the movements of and limit damage to these structures. An extensive monitoring program was used to provide real time movement data. The results of

By Marcela Alves Silva

Aços inoxidáveis são ligas Fe-C-Cr com elevada resistência à corrosão. Estes podem receber diferentes elementos de liga, que alteram suas microestruturas e propriedades de acordo com o interesse da aplicação. Os mais comuns são os austeníticos, ferríticos, martensíticos e duplex. Os aços inoxidáveis austeníticos possuem excelente resistência à corrosão, elevada ductilidade, boa soldabilidade, conformabilidade e tenacidade. Os aços inoxidáveis ferríticos possuem boa resistência à corrosão, são bons para estampagem e possuem maior dureza e soldabilidade em relação aos austeníticos. Os aços inoxidáveis duplex (AID) são aços com estrutura bifásica, formados pelas fases ferrita e austenita, em proporções de aproximadamente 50% de cada. Os AIDs apresentam associação de resistência mecânica com resistência à corrosão. O presente trabalho tem como objetivo realizar ensaios metalográficos e tração de um AID 399B, de um aço inoxidável ferrítico 441A e de um aço inoxidável austenítico 304N, para fins de comparação da microestrutura e propriedades mecânicas. Com os resultados conclui-se que o AID possui maior resistência à dureza na escala HRB, o aço austenítico possui maior capacidade de alongamento, devido sua estrutura CFC. Já o limite de resistência e de escoamento são maiores no aço AID devido a sua maior proporção da fase ferrita (52%).

Aug 17, 2017

By Ariane Neves de Moura

As mudanças microestruturais que ocorrem ao longo do recozimento com o aumento da temperatura de recozimento foram observadas no aço inoxidável ferrítico por microscopia ótica. As amostras foram laminadas a frio e recozidas a temperatura de 700°C a 1.000°C, com variação de 50°C. Foram realizadas medidas de tamanho de grão e dureza. Os resultados indicam que o recozimento efetuado a partir de 850°C proporcionou recristalização completa. A maior diminuição da dureza foi observada para a amostra recozida a 800°C devido ao início da recristalização. O tamanho de grão encontrado para as amostras recozidas a 850°C e 1.000°C foi 12,6 µm e 28 µm, respectivamente.

Jan 16, 2018

By Patrick T, David K. Miller

Driven piles are an effective and cost-efficient deep foundation method; however, when piles are driven near existing buildings and improvements, vibrations must be controlled to non-damaging levels. Monitoring of adjacent structures is important for loss prevention, specification compliance, and public relations. The fundamentals of ground vibrations, including particle velocity, acceleration, displacement and frequency will be discussed. Types of pile driving and the ground vibrations that result will be summarized. Industry standards for safe vibration levels for various structures (residential, commercial, industrial, historic, utilities) will be reviewed. The paper/presentation will include a discussion of soil settlement from pile driving vibrations and case histories of observed settlements. Methods for calculating vibration amplitudes and frequencies will be presented. Best practices for monitoring and controlling ground vibrations, including available state-of-the art equipment, will be outlined. The paper/presentation will conclude with steps for designing and implementing a monitoring and control program.

By Karl A. Higgins

In August 2004, the long-awaited National Harbor project in the DC metro area sprang to life with the design of Gaylord National Resort and Convention Center. When the project was in its final stages of construction in 2007, it was noted as largest building development of the east Coast and the 4th largest Building project in the U.S. The final construction costs were above $900M and it served as the catalyst for the overall National Harbor development which added another $1B in construction costs over the next few years. The Gaylord Hotel is supported by approximately 150,000 linear-feet of driven precast concrete piling, one of a handful of major DC area projects in the early 2000s that were supported by this pile type. The project overall was a success, but the fast-paced construction schedule created significant challenges to the designers and contractors. Piling installation was the first major building construction task, and it did not start out well. While the test piles were installed without damage, when production pile driving began in the summer of 2005, pile head and body breakage soon became evident. Typical of most highprofile projects, there are many stakeholders involved and an equal number of opinions on why the piles were breaking. The financial and contractual implications of starting the project off awkwardly were evident to all. The pile driving criteria was scrutinized by the contractor, and the engineer’s had reservations about the size and type of the hammers used for pile driving. Ultimately, it was proven the leading cause of pile breakage was neither the pile driving criteria nor equipment, rather the pile materials themselves. The author of this paper is also the Geotechnical Engineer of Record for Gaylord National and many of the adjacent National Harbor buildings including the recently completed MGM casino. About 100 piles were damaged during Gaylord’s construction some requiring multiple piles for replacements. Over the past decade or so, rumors on the causes of the pile breakage have spread in the market, with some alleging this pile type is not compatible with the geologic setting. I have purposely avoided writing this case-study due to the controversy surrounding the subject, but now some 15 years later it seems appropriate to do so considering DFI’s annual conference location. This will be a fact-based assessment of pile breakage at Gaylord and will also include a comparison to the neighboring buildings where far fewer driven piles were damaged, once a more appropriate concrete mix design was required. The pre-cast supplier is no longer in business.

By John C. Leighton, C. O. Brawner, Doug Stewart

"Despite the availability of established, sophisticated methods for planning and designing stable slopes in rock, comparatively little attention is usually paid to the problems of carrying out the excavation. Blasting should be carefully planned to obtain optimum fragmentation as well as steep, stable working and final pit walls. The principal difficulty facing a blast designer is the lack of prior information about the many critical blasting characteristics of the rock mass. The common practise of trial-and-error lasting will eventually lead to a suitable program, but must be repeated time after time in variable geology. This frequently results in many blast-damaged slopes. Recent research indicates that monitoring drill performance will yield a Rock Quality Index which correlates to a Powder Factor value. The drilling can provide a continual supply of data, reflecting changes in the rock mass which enables the selection of an economical powder factor.IntroductionWhen planning to excavate a large-scale rock slope, engineer s will generally spend considerable effort to produce a safe, feasible and economical design. Much time will usually be spent on the field map ping, 'structural geologic studies, surface and subsurface hydrology, determination of strengths and effective friction angles of discontinuities, and finally checking stability with the aid of mathematical and analytical models. If the rock cut is to be along a transportation corridor, the prime justification for this time and effort is to produce a clean, stable slope which will be safe for those travelling or working beneath it. For the walls of an open-pit mine, there is the additional economic incentive to maintain the steepest stable slope angle for the minimum stripping ratio (Stewart and Kennedy)."

Jan 1, 1982

By DIONISSIOS T. HRISTOPULOS, JUAN DIAZ, Kray Luxbacher, Steven Schafrik, Zach Agioutantis

Explosions in underground mining due to methane gas have been the leading cause of incidents and fatalities in the mining industry. The main objective of this research is to develop a forecasting methodology for methane gas emissions based on time series analysis. Methane time series data were retrieved from atmospheric monitoring systems (AMS) of three underground coal mines in the United States. The AMS data were preprocessed and statistically evaluated to explore the potential autocorrelation of methane gas. It was concluded that the autoregressive integrated moving average (ARIMA) time series model used in the one-step-ahead forecasting mode provides accurate estimates that match the increase or decrease of the methane gas emission data.

Feb 1, 2023