Este trabalho propõe uma metodologia inovadora de seqüenciamento de lavra em minério de ferro a qual, além de considerar os parâmetros operacionais e econômicos das técnicas tradicionais, permite uma abordagem ambiental proativa para sequenciar a lavra de forma a antecipar a exaustão de parte da cava para disposição do estéril dentro da cava final. A metodologia proposta de seqüenciamento ordenado de lavra permite reduzir a área degradada a ser reabilitada na mina, com significativos benefícios associados à reducão do impacto ambiental, sem comprometer as metas de produtividade e competitividade econômica da lavra. A metodologia de seqüenciamento ordenado de lavra foi aplicada em um estudo de caso de projeto de lavra de minério de ferro, e os resultados alcançados comprovaram os benefícios esperados com a aplicação da metodologia proposta. / This paper presents a innovative approach for an environmentally pro-active mine scheduling process. The proposed methodology has been developed for identifying a mine sequence that meets all operational and economical constraints in iron-ore mining, and takes into account a pro-active approach for scheduling the mine according to environmental criteria. The proposed methodology allows a significant reduction of the environmental impact related to the mining operation without compromising productivity and the economical feasibility of the mine. The methodology has been applied to a case study of iron ore mining in Brazil, where the expected benefits have been proven.

Métodos de estudo de estabilidade de taludes são diversificados e estão bastante desenvolvidos e consolidados na Geologia de Engenharia. Paralelamente, a aplicação de ferramentas de geoprocessamento tem se intensificado bastante em todos os campos de conhecimento técnico científico, demonstrando ser uma ferramenta de grande importância e auxiliando a tomada de decisão, sendo inclusive utilizado no estudo de escorregamentos e processos correlatos a instabilização de taludes. Dentro deste contexto, este trabalho objetivou desenvolver uma abordagem de estudo para caracterizar a estabilidade de taludes de mineração combinando técnicas e métodos usuais de investigação e análise geológico-geotécnica. A pesquisa foi aplicada nas minas de ferro do complexo Fazendão, localizadas no município de Catas Altas (MG) e são de propriedade da companhia VALE S/A. O trabalho está dividido essencialmente em duas etapas de estudo: primeiramente um foco semi-regional, seguido de um estudo de detalhe em uma mina em particular. Para a análise semi-regional foi utilizando Sistema de Informação Geográfica - SIG para geração de mapas temáticos, abrangendo todas as minas do complexo. Já no estudo de detalhe, foram realizados levantamentos sistemáticos em campo na mina de São Luís, sendo posteriormente realizado um levantamento específico de seções dentro da mina. A partir dos mapas temáticos foram identificadas as principais drenagens e bacias hidrográficas da área de estudo. Estes mapas juntamente com os mapas de declividade, curvatura, direção de vertente e mapa geológico, forneceram informações importantes sobre a região onde as minas estão inseridas, o que possibilita um melhor planejamento das intervenções que vierem a serem feitas. As análises por estereogramas indicaram várias situações de instabilidade frente às direções de fraturas e bandamento, com relação à direção e ângulo de mergulho de alguns taludes, sendo várias destas feições identificadas em campo. Por outro lado, a análise por equilíbrio limite apontam fatores de segurança muito altos, desde que não ocorra a influência do nível de água. Por fim, a abordagem utilizada foi bastante útil na caracterização da região. O estudo semi-regional em conjunto com uma análise de detalhe permitiu identificar feições que comprometem a segurança dentro da mina. A partir do resultado deste estudo, espera-se auxiliar a programação do avanço da mina de forma otimizar sua exploração, sem comprometer a segurança. / Methods of study of slope stability are diverse and are well developed and consolidated in Engineering Geology. In addition, the application of GIS tools has intensified greatly in all fields of scientific expertise, proven to be an important tool aiding in the decision making, including being used in the study of landslides and processes related to slope instability. Within this context, this study aimed to develop a approach to characterize the stability of slopes mining combining geoprocessing techniques and the usual methods of investigation and analysis of geological-geotechnical. The research was applied to the iron mines of Fazendão complex, located in the municipality of Catas Altas (MG) and are the property of the company VALE S/A. The research is divided into two main stages of the study: first a semi-regional focus followed by a study in detail of a particular mine. For the semi-regional analysis has been using GIS for thematic maps, covering all the mines the complex. In the study of detail, systematic surveys were conducted in the field for geological and geotechnical parameters in the mine of São Luís, and later conducted a survey within specific sections of the mine. From the thematic maps were identified the major drainage and hydrographic basins of the study area. Those maps, analyzed together with the slope map, curvature, direction of slope and geologic map provided important information about the area which the mines are located, allowing better planning of interventions that were to be made. The stereograms analyzes indicated various situations of instability depending of the fractures and banding directions, according to direction and dip angle of some slopes, some of it identified in the field. Moreover, the limit equilibrium analysis safety factors showed very high, since there was no influence of the water levels. Finally, the used approach was useful in characterizing the region. The semi-regional study combined with a detail analysis allowed to identify features that compromise the safety inside the mine. From the results of this study is expected to help advance the schedule of the mine in order to optimize their operations, without compromising security.

Memoria para optar al título de Ingeniero Civil de Minas / El presente trabajo tiene por objetivo comparar la metodología tradicional frente la metodología de agendamiento directo de bloques en cada aspecto de la planificación a largo plazo para la minería de cielo abierto a través de un caso de estudio, el cual corresponde a un modelo de bloques de oro obtenido a través de la librería Minelib. Para la comparación se usaron datos reales, los cuales se obtuvieron a través de la misma librería del modelo, con los cuales se procedió a definir los parámetros básicos para la planificación. En la metodología tradicional se definieron 5 fases en base a los pits anidados obtenidos, en cambio para la metodología DBS se obtuvieron 7 periodos para llevar a diseño. Además, a través de las herramientas de Doppler se definieron los planes de producción, que resultaron para ambas metodologías con una capacidad mina escogida de 17 [Mtons/año] y una vida de 7 años. Cabe destacar que la mina contenía de dos pits de diferente tamaño y extensión, y cada uno se evaluó por separado para aplicar en forma correcta las restricciones operacionales por fase. Con estos resultados se procedió a realizar una operativización con el diseño minero de las fases y periodos acorde a cada metodología según restricciones operacionales a través del software Vulcan, donde la metodología tradicional logra extraer un total de 24 bancos y la metodología DBS extrae 25 bancos en el pit más grande, y para el pit más pequeño ambas metodologías logran extraer 12 bancos. Con estos diseños se llevó a cabo una cubicación con el fin de generar una secuencia de extracción a través de planilla de cálculo y posteriormente dimensionar las flotas de equipos que se utilizaran para el estudio. La secuencia de extracción obtenida para ambas metodologías entrego un plan de producción suavizado y que fijó la vida de la mina en 9 años debido que la capacidad máxima alcanzada por la planta fue de 10 [Mtons/año] en conjunto con las limitantes operacionales. Una vez definida la secuencia de extracción se procedió a calcular los costos para finalmente obtener el VAN de cada caso, donde la metodología tradicional reportó un VAN de 626.4 MUSD, en cambio a la metodología DBS un VAN de 658.1 MUSD, lo que equivale a una diferencia del 5%. Se concluye con esto que, desde el punto de vista económico, la metodología DBS no genera una mayor diferencia de lo que se obtiene en la metodología tradicional. Por otro lado, las secuencias de extracción y así mismo el diseño minero de las fases de la metodología DBS logran ser mejores que la de la metodología tradicional en términos de tener menores distancias por año y menor extracción de lastre adicional, por lo que resulta interesante generar estudios enfocados a yacimientos con más de un mineral de interés, así como la integración del blending en los criterios de decisión, que puedan a prueba esta alternativa de planificación. Con esto se lograría aportar y complementar los estudios realizados en torno al agendamiento directo de bloques.

Methods for estimating productivity and costs, and dependent equipment selection process, have needed to be increasingly reliable. Estimated productivity and costs must be as accurate as possible in reflecting actual productivity and costs experienced by mining operations to accommodate the long-term trend for diminishing commodity prices, For loading and hauling equipment operating in open pit mines, some of the interrelated estimating criteria have been investigated for better understanding; and, consequently, more reliable estimates of production and costs, also more effective equipment selection process. Analysis recognizes many of the interrelated criteria as random variables that can most effectively be reviewed, analyzed and compared in terms of statistical mathematical parameters. Emphasized throughout is the need for management of the cyclical loading and hauling system using conventional shovels/excavators/loaders and mining trucks to sustain an acceptable “rhythm” for best practice productivity and most-competitive unit-production costs. Outcomes of the research include an understanding that variability of attributes needs to be contained within acceptable limits. Attributes investigated include truck payloads, bucket loads, loader cycle time, truck loading time and truck cycle time. Selection of “ultra-class” mining trucks (≥ 290 -tonne payload) and suitable loading equipment is for specialist mining applications only. Where local operating environment and cost factors favourably supplement diminishing cost-benefits of truck scale, ultra-class trucks may be justified. Bigger is not always better – only where bigger can be shown to be better by reasons in addition to the modest cost benefits of ultra-class equipment. Truck over-loading may, to a moderate degree, increase productivity, but only at increased unit cost. / From a unit-cost perspective it is better to under-load than overload mining trucks. Where unit production cost is more important than absolute productivity, under-trucking is favoured compared with over-trucking loading equipment. Bunching of mining trucks manifests as a queuing effect – a loss of effective truck hours. To offset the queuing effect, required productivity needs to be adjusted to anticipate “bunching inefficiency”. The “basic number of trucks” delivered by deterministic estimating must provide for bunching inefficiency before application of simulation applications or stochastic analysis is used to determine the necessary number of trucks in the fleet. In difficult digging conditions it is more important to retain truck operating rhythm than to focus on achieving target payload by indiscriminately adding loader passes. Where trucks are waiting to load, operational tempo should be restored by sacrificing one or more passes. Trucks should preferably be loaded by not more than the nominal (modal) number plus one pass. The research has: • Identified and investigated attributes that affect the dispersion of truck payloads, bucket loads, bucket-cycle time, loading time and truck-cycle time. • The outcomes of the research indicate a need to correlate drilling and blasting quality control and truck payload dispersion. Further research can be expected to determine the interrelationship between accuracy of drilling and blasting attributes including accuracy of hole location and direction. • Preliminary investigations indicate a relationship between drill-and-blast attributes through blasting quality control to bucket design, dimensions and shape; also discharge characteristics that affect bucket cycle time that needs further research.

Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be predicted accurately, because for very deep open pits, a small change of slope angle can have serious technical and economic consequences. Failure of hard rock slopes often involves both failure along naturally existing weakness planes and failure of intact rock. Without an advanced understanding of combined rock slope failure mechanisms, the validity of commonly applied methods of large scale slope analysis is questionable. The problem was investigated by means of a toolbox approach, in which a wide range of slope stability analysis methods were used and compared to address specific problems arising during slope design optimisation of the Cadia Hill Open Pit, NSW. In particular, numerical modelling is an advanced tool to obtain insight into potential failure mechanisms and to assist the slope design process. The distinct element method was employed to simulate complex rock slope failure, including fracture extension, progressive step-path failure and brittle failure propagation, which were previously often considered unimportant or too difficult to model. A new, failure-scale-dependent concept for the categorisation of slope failures with six categories ranging from 0 (stable) to 5 (overall slope failure) was suggested to assist risk-based slope design. Parametric slope modelling was conducted to determine the interrelationship between proposed categories and critical slope/discontinuity parameters. Initiation and progression of complex slope failure were simulated and described, which resulted in an advanced understanding of combined slope failure mechanisms and the important role of rock bridges in large scale slope stability. A graphical presentation of the suggested slope failure categories demonstrated their interrelationship to varied slope/discontinuity parameters. Although large scale slope analyses will always involve data-limited systems, this investigation shows that comprehensive, conceptual modelling of slope failure mechanisms can deliver a significantly improved insight into slope behaviour, so that associated slope failure risks can be judged with more confidence. The consideration of combined slope failure mechanisms in the analysis of large scale open pit slopes is essential if slope behaviour is to be realistically modelled.

<p><p>I investigated the usefulness of phytoplankton for the removal of surface water contaminants. Three experiments, consisting of nine large mesocosms (92.2 m³) were suspended in the flooded DJX uranium pit at Cluff Lake (Saskatchewan, Canada), and filled with contaminated mine water. During the summer of 2003, each mesocosm was fertilized with a different amount of phosphorus throughout the 35 day experiment to stimulate phytoplankton growth, and to create a range in phosphorus load (g) to examine how contaminants may be affected by different nutrient regimes. Algal growth was rapid in fertilized mesocosms as demonstrated by chlorophyll a profiles. As phosphorus loads increased there were significant declines in the surface water concentrations of As, Co, Cu, Mn, Ni, and Zn. This decline was near significant for uranium. The surface water concentrations of Ra²²⁶, Mo, and Se showed no relationship to phosphorus load. Contaminant concentrations in sediment traps suspended at the bottom of each mesocosm generally showed the opposite trend to that observed in the surface water, with most contaminants (As, Co, Cu, Mn, Ni, Ra²²⁶, U, and Zn) exhibiting a significant positive relationship (<i>P</i> < 0.05) with phosphorus load. Sediment trap concentration of Se and Mo did not respond to nutrient treatments.</p> <p>Similar experiments were repeated during the mid- and late-summer of 2004, with 5 mesocosms being fertilized with phosphorus, and another 4 with both phosphorus and ammonium to create different nutrient gradients. Results from these experiments were much more variable than those seen in the experiment conducted in 2003, and small samples (<i>n</i> = 5 for phosphorus treatments and <i>n</i> = 4 for both phosphorus and ammonium treatments) yielded insufficient statistical power to effectively determine statistically significant trends. However, contaminant sedimentation tended to respond to phosphorus treatments in a similar manner as results from 2003; phosphorus-with-ammonium treatments had little positive effect on contaminant sedimentation rates.</p> <p>My results suggest that phytoremediation has the potential to lower many surface water contaminants through the sedimentation of phytoplankton. Based on our results from 2003, we estimate that the Saskatchewan Surface Water Quality Objectives (SSWQO) for the DJX pit would be met in approximately 45 weeks for Co, 65 weeks for Ni, 15 weeks for U, and 5 weeks for Zn if treated using phytoremediation.</p><p>Note:</p><p>Appendix A content (pages 92-95) contains copyrighted material which has been removed. It can be viewed in the original thesis upon request.</p>

<p><p>I investigated the usefulness of phytoplankton for the removal of surface water contaminants. Three experiments, consisting of nine large mesocosms (92.2 m³) were suspended in the flooded DJX uranium pit at Cluff Lake (Saskatchewan, Canada), and filled with contaminated mine water. During the summer of 2003, each mesocosm was fertilized with a different amount of phosphorus throughout the 35 day experiment to stimulate phytoplankton growth, and to create a range in phosphorus load (g) to examine how contaminants may be affected by different nutrient regimes. Algal growth was rapid in fertilized mesocosms as demonstrated by chlorophyll a profiles. As phosphorus loads increased there were significant declines in the surface water concentrations of As, Co, Cu, Mn, Ni, and Zn. This decline was near significant for uranium. The surface water concentrations of Ra²²⁶, Mo, and Se showed no relationship to phosphorus load. Contaminant concentrations in sediment traps suspended at the bottom of each mesocosm generally showed the opposite trend to that observed in the surface water, with most contaminants (As, Co, Cu, Mn, Ni, Ra²²⁶, U, and Zn) exhibiting a significant positive relationship (<i>P</i> < 0.05) with phosphorus load. Sediment trap concentration of Se and Mo did not respond to nutrient treatments.</p> <p>Similar experiments were repeated during the mid- and late-summer of 2004, with 5 mesocosms being fertilized with phosphorus, and another 4 with both phosphorus and ammonium to create different nutrient gradients. Results from these experiments were much more variable than those seen in the experiment conducted in 2003, and small samples (<i>n</i> = 5 for phosphorus treatments and <i>n</i> = 4 for both phosphorus and ammonium treatments) yielded insufficient statistical power to effectively determine statistically significant trends. However, contaminant sedimentation tended to respond to phosphorus treatments in a similar manner as results from 2003; phosphorus-with-ammonium treatments had little positive effect on contaminant sedimentation rates.</p> <p>My results suggest that phytoremediation has the potential to lower many surface water contaminants through the sedimentation of phytoplankton. Based on our results from 2003, we estimate that the Saskatchewan Surface Water Quality Objectives (SSWQO) for the DJX pit would be met in approximately 45 weeks for Co, 65 weeks for Ni, 15 weeks for U, and 5 weeks for Zn if treated using phytoremediation.</p><p>Note:</p><p>Appendix A content (pages 92-95) contains copyrighted material which has been removed. It can be viewed in the original thesis upon request.</p>

I investigated the usefulness of phytoplankton for the removal of surface water contaminants. Three experiments, consisting of nine large mesocosms (92.2 m3) were suspended in the flooded DJX uranium pit at Cluff Lake (Saskatchewan, Canada), and filled with contaminated mine water. During the summer of 2003, each mesocosm was fertilized with a different amount of phosphorus throughout the 35 day experiment to stimulate phytoplankton growth, and to create a range in phosphorus load (g) to examine how contaminants may be affected by different nutrient regimes. Algal growth was rapid in fertilized mesocosms as demonstrated by chlorophyll a profiles. As phosphorus loads increased there were significant declines in the surface water concentrations of As, Co, Cu, Mn, Ni, and Zn. This decline was near significant for uranium. The surface water concentrations of Ra226, Mo, and Se showed no relationship to phosphorus load. Contaminant concentrations in sediment traps suspended at the bottom of each mesocosm generally showed the opposite trend to that observed in the surface water, with most contaminants (As, Co, Cu, Mn, Ni, Ra226, U, and Zn) exhibiting a significant positive relationship (P < 0.05) with phosphorus load. Sediment trap concentration of Se and Mo did not respond to nutrient treatments. Similar experiments were repeated during the mid- and late-summer of 2004, with 5 mesocosms being fertilized with phosphorus, and another 4 with both phosphorus and ammonium to create different nutrient gradients. Results from these experiments were much more variable than those seen in the experiment conducted in 2003, and small samples (n = 5 for phosphorus treatments and n = 4 for both phosphorus and ammonium treatments) yielded insufficient statistical power to effectively determine statistically significant trends. However, contaminant sedimentation tended to respond to phosphorus treatments in a similar manner as results from 2003; phosphorus-with-ammonium treatments had little positive effect on contaminant sedimentation rates. My results suggest that phytoremediation has the potential to lower many surface water contaminants through the sedimentation of phytoplankton. Based on our results from 2003, we estimate that the Saskatchewan Surface Water Quality Objectives (SSWQO) for the DJX pit would be met in approximately 45 weeks for Co, 65 weeks for Ni, 15 weeks for U, and 5 weeks for Zn if treated using phytoremediation.Note:Appendix A content (pages 92-95) contains copyrighted material which has been removed. It can be viewed in the original thesis upon request.

Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be predicted accurately, because for very deep open pits, a small change of slope angle can have serious technical and economic consequences. Failure of hard rock slopes often involves both failure along naturally existing weakness planes and failure of intact rock. Without an advanced understanding of combined rock slope failure mechanisms, the validity of commonly applied methods of large scale slope analysis is questionable. The problem was investigated by means of a toolbox approach, in which a wide range of slope stability analysis methods were used and compared to address specific problems arising during slope design optimisation of the Cadia Hill Open Pit, NSW. In particular, numerical modelling is an advanced tool to obtain insight into potential failure mechanisms and to assist the slope design process. The distinct element method was employed to simulate complex rock slope failure, including fracture extension, progressive step-path failure and brittle failure propagation, which were previously often considered unimportant or too difficult to model. A new, failure-scale-dependent concept for the categorisation of slope failures with six categories ranging from 0 (stable) to 5 (overall slope failure) was suggested to assist risk-based slope design. Parametric slope modelling was conducted to determine the interrelationship between proposed categories and critical slope/discontinuity parameters. Initiation and progression of complex slope failure were simulated and described, which resulted in an advanced understanding of combined slope failure mechanisms and the important role of rock bridges in large scale slope stability. A graphical presentation of the suggested slope failure categories demonstrated their interrelationship to varied slope/discontinuity parameters. Although large scale slope analyses will always involve data-limited systems, this investigation shows that comprehensive, conceptual modelling of slope failure mechanisms can deliver a significantly improved insight into slope behaviour, so that associated slope failure risks can be judged with more confidence. The consideration of combined slope failure mechanisms in the analysis of large scale open pit slopes is essential if slope behaviour is to be realistically modelled.

Esta dissertação apresenta uma revisão bibliográfica dos principais aspectos envolvidos nas operações de escavação de rochas com furos de grande diâmetro na mineração a céu aberto. O trabalho expõe o método de perfuração rotativa por ser o mais utilizado na execução desta operação unitária de lavra. Faz-se também um estudo dos principais agentes de desmonte que contribuem no emprego de furos de grande diâmetro na indústria da mineração, especialmente na explotação de minérios metálicos. São analisadas as propriedades do maciço rochoso, na determinação da carga específica e sua influência nos resultados da escavação de rochas por explosivos. É realizada ainda uma análise da metodologia utilizada para o dimensionamento do plano de fogo, baseando-se na inter-relação existente entre seus diversos elementos geométricos. Apresenta-se também a teoria de crateras como uma metodologia alternativa para dimensionamento de plano de fogo. Finalmente mostram-se os principais impactos ambientais decorrentes da detonação de explosivos na escavação de rochas. / This dissertation presents a bibliographical review of the main aspects involved in the open pit blasting operation using large diameter blastholes. The work displays the method of rotary drilling, being the most frequent used in the execution of this mining unitary operation. Here is presented a study of the main blasting agents that contribute to the increasing application of large diameter blastholes in the mining industry, especially in the field of metallic ores. The properties of the rock mass are analysed, in the determination of the powder factor and its influence on the results of rock excavation by explosives. An analysis of the methodology used for the determination a shot plan is carried out based on the existing interrelation between diverse geometric elements involved. The crater theory is also presented as an alternative methodology for the same purpose. Finally, the main environmental impacts caused by blasting in the rock excavation are discussed.