Projetos de estabilidade de escavações mineiras por meio de estudos de caracterização do maciço rochoso com o uso da mecânica de rochas são indispensáveis para otimizar o aproveitamento das jazidas, garantir segurança nas operações de lavra e minimizar os impactos ambientais decorrentes da instabilidade dos taludes da cava. Nesta dissertação utilizou-se de critérios recentes de ruptura em rocha, para obtenção de dados de entrada em métodos já clássicos de análise da estabilidade de taludes em maciços rochosos para a cava de dolomito lavrada a céu aberto. Os critérios utilizados serão avaliados com relação à compatibilidade dos resultados obtidos com sua aplicação e a coerência com a situação atual observada na lavra em desenvolvimento. Análises sobre a paralisação da lavra em decorrência dos problemas de instabilidade também serão avaliadas e discutidas. Para ilustrar esta dissertação foi eleita a jazida de dolomito localizada no Sinclinal do Gandarela em virtude dos problemas de instabilidade encontrados na cava. As conclusões finais são apresentadas nos últimos itens deste trabalho. / The design of stable excavations using rock masses characterization with the tools provided by rock mechanics, are indispensable for optimizing the economic exploitation of ore deposits, to ensure the safety in the mining works and to minimize the environmental impacts deriving of the open pit slopes instability. In this Dissertation, for obtain the input data for classic methods of rocky slopes stability analyses, it is used the most recent criteria of rock mass failure applied for an open pit mine of dolomite. The utilized criteria compatibility will be evaluated by the results obtained with their utilization and the coherence with the real situation verified at the developing mine. Will be evaluated and discussed the analyses about the stoppage of the mine works due to the slope instability problems. To illustrate this Dissertation are elected a dolomite ore deposit situated at the Gandarela Synclinal on account of the instability problems that occurred in the mine pit. The final conclusions are listed in the items presented at the end of this work.

Na última década, muitas minas a céu aberto têm alcançado alturas de 600 metros ou mais, algumas com perspectiva em projeto de alcançar mais de 1100 m. A literatura especializada revela que os mecanismos de ruptura para taludes altos ainda não são bem entendidos. Existem dúvidas tanto em relação aos mecanismos de ruptura, como quanto à estimativa da resistência do maciço rochoso em tal escala. Recentemente, há uma tendência crescente da aplicação de análises numéricas para estudar a estabilidade de taludes altos, mas ainda não se consegue reproduzir todos os fenômenos envolvidos. Análises reportadas na literatura consideram apenas a configuração final da cava, sem levar em conta o processo evolutivo da escavação, e o dano induzido ao maciço decorrente deste processo. Este trabalho analisa este efeito e suas conseqüências na avaliação da segurança. Realizaram-se análises bidimensionais de tensão-deformação em taludes de rocha. Tais análises foram realizadas com modelos elástico linear e elasto plástico de amolecimento da coesão e de endurecimento do atrito, considerando a mobilização não simultânea das componentes de resistência no critério de Mohr-Coulomb, e a danificação do maciço rochoso. Avaliação preliminar da segurança de um talude hipotético mostrou que estas considerações são muito importantes. Foram considerados a altura do talude, o ângulo do talude e as tensões in situ. 0 histórico de tensões modifica os parâmetros de resistência do maciço ao longo do talude por danificação. A região do pé do talude, em cada estágio de escavação, está sujeita a concentração de tensões induzidas que geram danificação ao maciço nestas áreas. A danificação em regiões do pé do talude pode explicar o inicio do processo de rupturas do tipo progressivo. / Along the last decade, many open pit mines have reached up to 600 meters or more in height, and some of them are planned to reach more than 1100 meters. The specialized literature shows that the failure mechanisms for high rock slopes are not well understood as yet. Doubts exist in relation to failure mechanisms, as well as to rock mass strength estimation in such scale. In recent years, there is a growing trend for the use of numerical analyses in order to study high rock slope stability, but they are not capable to reproduce all the phenomena involved. Analyses reported in the literature consider only the final configuration of the open pit, without taking into consideration the excavation evolution process, and damage induced to the rock mass resulting from this process. This work analyzes this effect and its consequences on the slope safety evaluation. Two dimensional stress strain analyses in rock slopes are described. Such analyses were conducted with linear elastic model and elasto plastic strain cohesion softening - friction hardening model considering the non-simultaneous mobilization of the strength components in the Mohr-Coulomb criterion, by including the rock mass damage. An approximate safety evaluation of a hypothetical slope shows that these considerations are very important. The stress path modifies the rock mass strength parameters close to the slope face by damage. The regions of the slope toe at each excavation stage are subjected to induced stress concentration causing damage to rock. This damage can explain the beginning of the progressive failure mechanism.

Este estudo in situ, desenvolvido em uma fase de 14 dias, teve como objetivo avaliar o efeito de dois cimentos de ionômero de vidro (CIV) comparados a um selante resinoso, utilizados para selamento de fossas e fissuras aplicados em esmalte bovino hígido, com acúmulo de biofilme dentário, por meio da análise do conteúdo de flúor do biofilme dentário e da microdureza em secção longitudinal. Foram utilizados 88 blocos de esmalte (4mm x 4mm) de incisivos bovinos, selecionados por seu valor de microdureza inicial. Os blocos formaram uma fissura artificial em forma de \"V\" a qual foi selada, para compor os seguintes grupos: GI-CIVav (Ketac? Molar Easymix); GII-CIV modificado por resina (Vitremer?); GIII-selante resinoso sem flúor (Helioseal® Clear) ou GIV-controle, sem selamento. As fissuras artificiais foram fixadas em um dispositivo intrabucal palatino (DIP), em duas fileiras distintas que foram cobertas por uma tela plástica para favorecer o acúmulo de biofilme dentário. Onze voluntários utilizaram o DIP 24 h/dia; gotejaram 8x/dia, uma solução de sacarose a 20% e, uma solução de dentifrício fluoretado (3ml de água deionizada : 1g de dentifrício fluoretado) sobre todas as fissuras 3x/dia. Após o período experimental, coletou-se o biofilme acumulado para a avaliação do conteúdo de flúor. As fissuras foram seccionadas ao meio para a avaliação da microdureza em secção longitudinal a partir da superfície do esmalte, em 4 profundidades (10, 30, 50, 70 µm). O limite esmalte/material da região oclusal era a posição zero (borda do material) e, a partir deste, realizadas seqüências de impressões a 50, 150 e 500 µm interna e externamente à borda do material. Os dados obtidos foram analisados estatisticamente (a= 5%). O teste de Friedman revelou que a concentração de flúor no biofilme não foi estatisticamente significante entre os grupos, (p<0,07), com uma tendência de melhores resultados para o CIVav. Quanto ao conteúdo mineral, a ANOVA e o teste de Tukey detectaram significância (p<0,05) para todos os grupos individualmente, na camada mais superficial do esmalte (10 µm). Nesta profundidade, não houve diferença entre os grupos. Essas comparações foram válidas para a maioria das distâncias analisadas. / This in situ study, developed in a 14-day period, aimed to evaluate the effect of two glass ionomer cements (GIC) compared to a resin sealant, employed for pit and fissure sealing on intact bovine enamel, with accumulation of dental biofilm, by analysis of the fluoride content on the dental biofilm and longitudinal microhardness. Eighty-eight enamel blocks (4mm x 4mm) of bovine incisors were employed, selected according to their initial microhardness value. The blocks formed a V-shaped artificial fissure that was sealed, constituting the following groups: GI - high-viscosity conventional GIC (Ketac? Molar Easymix); GII - resin-modified GIC (Vitremer?); GIII - resin sealant without fluoride (Helioseal? Clear); and GIV - control, without sealing. The artificial fissures were fixated on a palatal plate (PP), in two distinct rows, which were covered with a plastic screen to favor the accumulation of dental biofilm. Eleven volunteers employed the PP for 24h/day, dripped a 20% sucrose solution 8 times a day, and used a fluoridated dentifrice solution (3ml of deionized water : 1g of fluoridated dentifrice) on all fissures 3 times a day. After the study period, the accumulated biofilm was collected for evaluation of the fluoride content. The fissures were sectioned through the middle for evaluation of longitudinal microhardness from the enamel surface, at 4 depths (10, 30, 50, 70 µm). The enamel/material limit at the occlusal region was the zero position (material margin); from this point, indents were sequentially performed at 50, 150 and 500 µm internally and externally to the material margin. Data were statistically analyzed (a = 5%). The Friedman test revealed that the fluoride concentration in the biofilm was not statistically significantly different among groups (p<0.07), yet there was a tendency of better outcomes for the high-viscosity conventional GIC. With regard to the mineral content, the ANOVA and Tukey test revealed significance (p<0.05) for all groups individually, at the most superficial enamel layer (10 µm). At this depth, there was no difference among groups. These comparisons were valid for most distances analyzed..

This work presents two innovative ways to evaluate mining projects. The first is the application of a Technological Model in a copper-gold mine and the second is a decision making model to evaluate the benefit of semi-mobile in pit crusher and conveyor alternatives during the early stages of mining projects. In order to improve the process and to maximize the production and/or value of a mining project, there needs to be an integration of the geology, the mine plan, the processing and the geometallurgy data. In order to accomplish this, a new methodology is proposed for the creation of a technological model. This model can be interpreted as the consolidation of the different models required for a better understanding of the geological and technical information of the deposit. This concept was developed and applied at a copper and gold mine site located in Brazil. Based on the evaluation of different blasting and mill productivity scenarios through a pit-to-plant approach, it was possible to obtain operational short-term gains such as a 10.7% increase in the plant production rate and a 2.2% increase in the crusher\'s feed rate with little or no capital investment. Another important issue faced by mining companies is related to material handling. A significant cost in the operating budget of most mining operations arises from purchasing and maintaining haulage trucks. Recently, in-pit crushing and conveying (IPCC) has been subject to research because of its potential to reduce haulage costs. A decision-making model was created to identify early on in a project whether or not the semi-mobile IPCC (SMIPCC) is an appropriate alternative to the conventional truck haulage based on the loading and hauling approaches. The method is based on cost analysis and the evaluation of environmental impacts, being successfully tested at an existing open-pit mine, where the results indicated that the IPCC was the most cost-effective option for the operation. Although the IPCC\'s initial CAPEX was 60% higher than the conventional approach, the IPCC\'s OPEX was 43% lower, resulting in a 28% reduction of the life-of-mine net present cost (NPC). / Este trabalho apresenta duas maneiras inovadoras de avaliar projetos de mineração. A primeira é a elaboração e aplicação do modelo tecnológico para uma mina de cobre e ouro já a segunda refere-se à confecção de um modelo de tomada de decisão a ser usado para a análise dos benefícios de aplicação de britagem semimóvel em cava. Para melhorar os processos e maximizar a produção e/ou o valor de um projeto de mineração, existe a necessidade de integração dos dados de geologia, planejamento de mina, beneficiamento e geometalurgia. Com esse foco, uma nova metodologia foi proposta para a criação do modelo tecnológico. Este modelo pode ser interpretado como a consolidação dos diferentes modelos necessários para uma melhor compreensão das informações geológicas e técnicas do depósito. Este conceito foi desenvolvido e aplicado em uma mina de cobre de ouro localizada no Brasil. Com base na avaliação de diferentes cenários de perfuração e desmonte de rochas e de produtividade do moinho, usando uma abordagem de mina-usina, foi possível obter ganhos operacionais de curto prazo, tais como um aumento de 10,7% na taxa de produção de usina e um aumento de 2,2% na taxa de alimentação da britagem com pouco ou nenhum investimento de capital. Uma outra questão relevante para empresas de mineração é o transporte de material. Um custo significativo na maioria das minas surge da compra e manutenção de caminhões de transporte. A britagem em cava e correias (IPCC em inglês) vem sido avaliada em diversos casos devido ao seu potencial para reduzir os custos de transporte. Neste estudo, um modelo de tomada de decisão foi criado para identificar em etapas iniciais de um projeto os benefícios de aplicação de IPCC semimóvel (SMIPCC em inglês) em comparação com método convencional, exclusivamente por caminhões. O método baseia-se na análise de custos e na avaliação de impactos ambientais testado em uma mina a céu aberto, onde os resultados indicaram que o SMIPCC foi a opção mais econômica para a operação. Embora o investimento inicial do IPCC foi 60% maior do que a abordagem convencional, o custo operacional do IPCC foi 43% menor, resultando em uma redução de 28% do custo total a valor presente.

The main archaeological features studied in this thesis are semi-subterranean house remains in the woodlands of middle northern Sweden, east of the high mountains and some 100 km from the coast. The period during which they were occupied has been delimited to 4500-2500 BC. The house remains consist of circular or sometimes rectangular depressions in the ground, surrounded by mounds of refuse and large amounts of fire-cracked stone. Eighty house remains of this kind have been discovered so far and 20 features have been excavated. They are found at 29 different localities that cover an area of more than 60,000 km2. The question put forward is whether these house remains show patterning in site location, economy and material culture, suggesting that they belonged to one people sharing a similar language and values. The majority of the locations include more than one house and because of the dug-out-floors and the large amounts of fire-cracked stone they are interpreted as winter villages. The distributions of the villages show a settlement pattern in which the locales are separated by a mean distance of approximately 35 km. In one of the regions, Vilhelmina parish, summer camps have been located by smaller lakes where the waterways from 3 different winter villages connect. Other possible summer camp sites are suggested, based on their location in areas where waterways connect two or three winter villages. The winter sites were associated with local bands, according to the social structure of hunting societies in North America, suggested by June Helm. Several local bands form a regional band that camp together during certain periods of the year. All regional bands form the tribe or the language family. No traces of social differences between groups or families have been revealed in the material and it is therefore assumed that the remains of the houses represent a hunting/gathering band society. Among the artifacts in the houses is a predominance of small scrapers of quartz and quartzite. There is also a very high representation of elk (moose) in the bone material from the house remains. Prehistoric and later pit-falls as well as paintings and carvings of elk are distributed within the same area. This shows that elk were a very important prey and this has been emphasized when discussing the explanations of the uniformity in house type and artefacts. Finally the importance of the slate tools, in particular those of red slate, is briefly discussed. The manufacture of slate tools increase during the neolithic period. In the inland of middle Norrland artifacts of red slate dominate over the grey and black slate artifacts in most of the houses and on many other sites. The raw material is, in most cases, found close to the high mountains, but the red slate is otherwise rare compared to the black and grey, which suggests that it has been highly valued. The knowledge of, and access to, red slate is suggested as having symbolized the unity of this band society. / digitalisering@umu

Populations of largemouth bass, Micropterus salmoides, and bluegill, Lepomis macrochirus, were evaluated from five pit-lakes in Muhlenberg County, Kentucky, to determine if accurate proportional stock density (PSD) data can be obtained from a mandatory creel survey. It was hypothesized that the proportion of stock-to-quality (300-400mm) and quality (+400mm) largemouth bass from four years (2007-2010) of creel survey data would be statistically similar to those generated through on-site sampling in 2011. Fish were collected via a combination of gill netting, seining, hook-and-line fishing, and boat-mounted electro-fishing. In two of the pit-lakes, the sampling-generated length frequency data was not significantly different from the creel survey data (Pump Gadj[1]=0.03, P=0.8629, Goose Gadj[1]=0.76, P=0.3850). There were significant differences between creel and sampling data for the other pit-lakes (Big Reno Gadj[1]=5.74 P=0.0166, Airstrip Gadj[1]=14.3 P=0.0002, Lime Gadj[1]=9.81 P=0.0017). At least one of the lakes likely demonstrated significances because of low sample size (Airstrip and/or Lime). Changes in population structure due to modified harvest regulations may be responsible for the significant differences (Big Reno and Lime). Population structures were verified with relative weight, length-at-age, and an assessment of five years of largemouth bass and bluegill PSD data. It appears that creel survey data does accurately reflect that of simple sampling techniques and can help guide management decisions.

One of the most important properties of an explosive is its velocity of detonation (VOD). It is essential that the explosive should detonate at its optimum rate and release sufficient detonation pressure to get good fragmentation under the existing field conditions. The main objectives of this research study are to investigate the effects of explosive type, blast hole diameter, and degree of confinement on the VOD of bulk ANFO and bulk emulsion in Kumtor Open Pit Gold Mine. In this study, the continuous resistance wire method is employed to measure in-situ VOD of both bulk ANFO and bulk emulsion. The VOD values are measured for different hole diameters and under different confinements for both explosives. The ideality of bulk ANFO and bulk emulsion is calculated by comparing the in-situ measured VOD&rsquo / s and their ideal detonation values. It is found that the VOD of both explosives increases as the blast hole diameter and the degree of confinement increases. In addition to this, VOD of bulk ANFO decreases when it gets wet in the blast hole. Another finding is that, proportion of bulk emulsion ingredients has influence on its VOD. This research study provides a good understanding to use suitable explosive in existing rock conditions in Kumtor Open Pit Gold Mine.

Im Ergebnis der Arbeit kann eine Einbeziehung von Haldenerzen anstelle von Tagebauerzen unter Beibehaltung der wirtschaftlichen Kennzahlen wie z. B. Rentabilität und Gewinn durchgeführt werden. Dafür wurden entsprechende Einbeziehungskriterien für das Haldenerz entwickelt. Bei der Einbeziehung wird ein Teil der Tagebaugeräte freigesetzt, welche für den Abbau von zusätzlichem Abraum verwendet werden können. Diese Maßnahme bietet die Möglichkeit des Abbaues von Abraumspitzen und der Kostensteuerung. Letztere sieht eine Erhöhung der Abraumförderung in den Perioden hoher Preise und eine Verringerung bei niedrigeren Preisen vor. Für die Preisänderungen wurden Einbeziehungskriterien entwickelt, die den Kapitalwert bzw. Gewinn maximieren. Dabei wurden die Einbeziehungskriterien so modifiziert, dass eine Stilllegung der Tagebaue während der Einbeziehung vermieden werden kann.

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