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By Michael Davis

In the fairly recent past, with a history of cheap and abundant energy, it has been possible to predict with reasonable confidence that world energy demand would continue to double about every 15 years. Those who attempted to forecast the role of nuclear energy in future electricity generation could also start with the fairly safe assumption that electricity demand would increase even faster : with a doubling in demand about every 10 years. To estimate the likely future world demand for uranium it was then necessary to introduce a number of other assumptions including the rate of penetration of nuclear energy, the timing and the specific fuel requirements. This series of assumptions naturally compounded the uncertainty, but, remarkably, usually led to future uranium demands being overestimated. Such a bias which has almost always been observed in predictions made over the past 20 years has increasingly made uranium producers sceptical when expected to match the forecast demand with increased production capacity and supporting reserves. This scepticism has, of course, been reinforced by the persistence so far of a buyers' market in uranium throughout the entire period of emergence of commercial nuclear electricity generation.

Jan 1, 1974

By E Widzyk-Capehart, C Hölck Teuber, S Steffen, V Rivero, O Fredes, E Sanchez, I Pedemonte, N Gonzalez

This paper summarises the research, development and initial application of a sensing platform that has the potential to monitor subsurface deformations, pore pressure and other variables simultaneously to gain a better understanding of rock mass behaviour. The platform is based on Networked Smart Markers (NSMs) devices, which, with their ability for wireless communication between individual sensors and the possibility of real-time data acquisition and processing, will assist in the development of predictive tools to better assess rock mass behaviour.A good opportunity to implement this technology is in the specific application of transitioning from an open pit mine to an underground caving operation. One of the key elements to maintaining the mining business during such a transition is having a good understanding of the unique geotechnical conditions of mutual influence created during the open pit to underground interaction. The knowledge acquisition will require the implementation of a robust platform for geotechnical monitoring, which could be enhanced by incorporating the NSMs. The integration of sensors within the NSMs would enable the collection of additional data about rock mass behaviour (ie caving propagation and crown pillar fracturing), which could be used to improve the management of mining operations and, specifically, allow the development of reliable predictive tools based on the data collected.CITATION:Widzyk-Capehart, E, Hölck Teuber, C, Fredes, O, Rivero, V, Sanchez, E, Pedemonte, I, Gonzalez, N and Steffen, S, 2016. Understanding rock mass behaviour through the development of an integrated sensing platform, in Proceedings Seventh International Conference and Exhibition on Mass Mining (MassMin 2016), pp 275–284 (The Australasian Institute of Mining and Metallurgy: Melbourne).

May 9, 2016

By S. Froes

Official daily output of the Reconcavo (Bahia) oil fields, which amounted to 300 bbl., increased by the end of 1944 to 500 bbl. The new productive wells are in the district of Candeias. This figure is expected to further increase during 1945. The Itatig Company, which had drilled five wildcats in the state of Sergipe, stopped in 1944, but intends to resume work during the current year, or as soon as the war is over, in order to try the Cretaceous areas around its salt deposits. Several concessions applied for in the states of Sao Paulo, Parana arid Santa Catarina were favorably considered by the Conselho Nacional de Yetroleo, which is interested in fostering prospecting activities in the country. Several national groups are interested in exploring the federal gas field of Aratu (Bahia), a proposal having been made to use the gas in the manufacture of Portland cement. Undoubtedly the most important fact in the 1944 activities was the visit by two outstanding petroleum geologists, who had the opportunity to examine some of the principal areas and reported their opinions to the Brazilian Government. By special courtesy of the U. S. Government, Mr. E. DeGolyer spent a few weeks inspecting the gas and oil fields of the so-called "Reconcavo" of Bahia (a large tract surrounding All Saints Bay, on whose shore lies the city of Salvador) Later he exchanged ideas with Colonel Joao Carlos Barreto, President of the Conselho Nacional de Petrolco, as to the most adequate measures to develop production. Considering the oil problem in the southern part of Brazil, in the sedimentary belt including formations from the Devonian to the Triajsic, Mr. DeGolyer suggested a visit there by Mr. Lemis MacNaughton. The latter traveled during the months of June, July and August, accompanied by Brazilian geologists Avelino de Oliveira, Vice-president of the Conselho Nacionial de Pctroleo, Pedro Moura, Annibal Bastos, Burdot Dutra and J. Felicissimo, and verified the actual possibilities of the region, thus confirming the opinion of Pedro Moura, Avelino de Oliveira and Froes Abreu as to the advisability of thoroughly prospecting the south of Brazil. It is to be hoped that on the recommendation of these proficient American experts the Brazilian Government will take the necessary measurcs to carry out a complete search 01 such areas, which hitherto have been unsuccessfully drilled because knowledge of the structure was not adequate. The old Government policy of monopolistic essence has now given way to the more enlightened tendency of reconciling official action with private enterprise, which should in no way be curbed but rather encouraged. Such trend is heartily welcomed by financiers and technicians alike, who realize how indispensable is the cooperation of private capital, both national and foreign, in

Jan 1, 1945

By W. A. Young

Bull Lake is one of several saline lakes situated a few miles north of Rawlins, Carbon County, Wyo. (figs. and 2).. The Bureau of Mines conducted preliminary investigations of sodium sulfate deposits in many of the lakes and performed detailed work on Bull Lake. This investigation consisted of drilling 11 vertical holes through salt beds using diamond core bits and Iwan-type auger bits. Bull Lake lies in a shallow, closed depression in loosely consolidated sand. The salt beds, ranging in thickness from 2.5 to 26 feet, occur above a thick bed of shale of upper Cretaceous age. The salts appear to have been deposited in the lake from surface and subsurface drainage. The source of salt is undoubtedly the enclosing sedimentary rock's exposed to the west of the basin. Sodium sulfate in the deposits probably is present as mirabilite or Glauber salt (Na2SO4-10H2O). Chief impurities in the deposits arc mud and sand. Other soluble salts present average approximately 1 percent combined. Cores from the 11 holes were analyzed in the Bureau of Mines laboratories at Salt Lake City. Drilling totaled 512 feet. Results of analyses are given in the appendix.

Jan 1, 1951

Newmont Mining Corp. has been producing gold from the Carlin Trend for more than 45 years. Naturally, the focus, scale and complexity of the operations have changed considerably during this time. Newmont discovered and developed the Carlin Main orebody that is located about 32 km (20 miles) north of Carlin, NV. The property was developed as a one-mine, one-gold mill treatment plant operation, which produced about 6.2 t/a (200,000 oz/year) of doré gold bars. The initial mine, mill and gold refining facilities were relatively small in comparison to today?s standards. The milling circuit used the Merrill-Crowe zinc precipitation process to recover dissolved gold and prepare a concentrated precious metal ?precipitate? to be melted into a doré bar for sale.

Jan 1, 2012

By R. L. Miller

"Miners worldwide use a tremendous amount of energy in producing finished minerals for the end user market. In accomplishing this goal, they incur energy costs that can range from 20% to 30% of the total cost of production, so there is fertile ground for cost savings. To unlock this huge value in cost reduction, energy analysis is the key and is broken into several segments: 1. Fuel analysis for power generation 2. Energy supply & demand 3. Opportunity cost for lack of power 4. Backup power 5. Power contracts 6. Energy efficiency 7. Renewable energy 8. Continuous energy management FUEL ANALYSIS FOR POWER GENERATION What is the first thing we evaluate when looking at power supply alternatives for the mining industry’s large power requirements? Is it 1) site, 2) engineering, procurement, and construction companies, 3) independent power producers, 4) turbine vendors, 5) grid connections, or 6) fuel supply, logistics, and infrastructure? In evaluations of power supply alternatives for mining companies with special emphasis in developing countries, there is one over-riding conclusion: reliable fuel supply drives the energy generation economic engine. Evaluating several different fuels including liquefied natural gas (LNG), natural gas, diesel, heavy fuel oil, and liquefied petroleum gases (LPG) among others, the best project outcomes are those where fuel supply, pricing, logistics, and infrastructure are given an extensive amount of time during the analysis stage. In an assessment of the twenty-year costs of generating power from multiple fuels, each fuel’s costs were placed into three separate net present value (NPV) buckets of: 1) capital, 2) operating and maintenance, and 3) fuel. Within a range of 65% to 85% for all fuels, fuel cost was the largest component of the NPV of the life cycle power generation costs. So if 65% to 85% of your life cycle power generation cost is one item, shouldn’t miners spend a corresponding amount of time in the analysis stage fully understanding this key determinant for a successful power project? In developing countries where power generation infrastructure may not exist or does not exist at the same level as is found in North America and Europe, fuel analysis becomes even more important. One of the key questions for fuel importation in developing countries is the draft at existing ports to allow larger vessels to dock at the jetty. Can larger ocean-going tankers dock at the port for off-loading, or is the port’s draft too shallow, thus forcing a Single Point Mooring (SPM) system or Conventional Buoy Mooring (CBM) system to be constructed at substantial capital expense? Once fuel can be imported, sufficient onshore storage capacity should exist, or must be built to off-load the entire fuel cargo from the larger ships. Additionally, the throughput capacity of the pipeline from SPM/CBM must allow a rapid unloading of the fuel from ship to shore to eliminate steep demurrage costs for the project."

Jan 1, 2017

By Curtiss O. Ehrsam, M. Naseem Mian

Alaska’s Red Dog Mine is strengthening its position within Cominco’s “Vision 2000”strategic plan by continually improving quality and quantity of production while reducing costs. Red Dog has evolved into a stable and mature operation, after six years of milling experience. A high grade, partially oxidized orebody in the severe Arctic environment, along with competing producers in a volatile metals market, are the continuing challenges facing Red Dog. The Red Dog Mine is striving to meet these challenges with emphasis on operator training combined with creative systems development and increased production. This paper describes developments in operations along with future plans.

Jan 1, 1996

By Jhon F. Chávez

"El presente texto describe las técnicas de análisis, diseño y optimización de las mallas de sostenimiento activo, de forma que optimiza las condiciones de seguridad y reducción de costos de sostenimiento en las labores de la minera Iscaycruz, así como los sobrecostos por daños a instalaciones y equipos por accidentes relacionados a falla en el sostenimiento activo."

Jan 1, 2016

By L. F. Miao

Studies were carried out to investigate the ultimate soil pressure acting on pile(s) undergoing lateral soil movement in soft clay. A special apparatus has been designed to apply a uniform rectangular profile of lateral soil movement on the rigid pile(s) with pinned head and tip conditions to obtain the ultimate soil pressure. The piles were 16 mm (5/8 in) in diameter. For the pile group tests, the behavior of different number of piles (2, 3, 4, 6 and 9), pile arrangements and center-to-center spacings (3 and 6 diameters) were investigated. In this paper, the group factors of 11 combinations of number of piles, pile arrangements and pile spacings are presented. The group factors are given for individual piles in a pile group as well as for the entire group. Generally, the group factors of individual piles in a group varied significantly according to pile spacing in both directions, and pile arrangement; the group factor of the whole group reduced with an increasing number of piles, and increased with increasing pile spacing. For a pile group with the same number of piles but different pile arrangement, no significant difference was found in the group factors for the entire group.

Jan 1, 2008

By AIME AIME

SINCE the preparation of the Fall Meeting announcement the Montana Section has extended an invitation to the members traveling to Spokane to make at least a short stop at Butte, en route. Accordingly, the train schedule below has been worked out as an alternative to that announced in the general circular. This will permit a half day in which to visit either mines at Butte or the smelter at Anaconda and an opportunity for an evening meal with our Montana members. An interesting time is assured either way and the chance to renew acquaintance with Butte friends will be well worth will

Jan 1, 1929

By Theodore R. Maynard

The history of foundation engineering in Chicago is a tale of innovation, made necessary in order to keep pace with structural technology which allowed taller buildings with heavier bearing loads, to accommodate a non-conducive geologic setting. The geology as it relates to foundation construction and underground construction in general is briefly described. A chronology of important events from the birth of Chicago to the present is presented. The impact of various construction techniques which were either initiated or refined to allow the growth of Chicago are discussed. Introduction The growth of Chicago resulting in today's high-rise high-density population center can be looked upon as a history of modern underground construction. The two major reasons which explain this are 1) It grew up during a period of rapid development in the Industrial Revolution and 2) Its natural geological setting needed a great deal of innovation for continuing growth.

Jan 1, 1991

By Patrícia Freitas Rodrigues, Talita Gama de Sousa, Paulo Inforçatti Netto, Danilo Abílio Correa Gonçalves, Rebeca Vieira de Oliveira, Eduardo Hoisler Sallet, Jorge Vicente Lopes da Silva, Naiara Vieira Le Sénéchal, Rodolfo da Silva Teixeira, Andersan dos Santos Paula

O processo de fusão seletiva a laser (FSL) é comumente utilizado na manufatura aditiva de materiais metálicos, sendo este um processo rápido no qual as peças são formadas camada por camada. Neste processo uma fonte de laser varre o leito de pó e seleciona as regiões a serem fundidas, através da alta intensidade de potência aplicada, de acordo com o projeto digital proposto, para obter peças com boa densidade. Embora a FSL apresente diversas vantagens, em relação aos processos de fabricação convencionais, esta ainda é de alto custo para indústria. A otimização de parâmetros de processamento desta tecnologia para as ligas com memória de forma vem sendo explorada. As ligas NiTi com memória de forma se destacam por apresentarem o efeito memória de forma e a superelasticidade, o que lhe confere várias aplicações práticas. Otimizar, no processo da FSL para essas ligas, o parâmetro densidade de energia do laser, é fundamental para obter as peças com boas propriedades mecânicas e baixa porosidade. Com isso, este trabalho tem como objetivo observar e criticar a influência dos parâmetros de processamento na microestrutura e porosidade dos corpos de prova de ligas de NiTi manufaturados via FSL.

Nov 15, 2019

By Jesse Paegle

Um grande esforço foi realizado por diversas empresas, visando à melhoria de nosso parque industrial e, nos últimos 10 anos, o nível de investimento no setor foi importante. Este cenário, fez com que novas tecnologias surgissem por aqui, facilitando ao corpo técnico avançar com soluções mais eficazes para carroçarias. A disponibilidade local de todos os estágios da cadeia produtiva, desde a matéria-prima, até a adequação das linhas de manufatura das montadoras, afasta o efeito da variação cambial. A ideia que ficou impregnada no mercado brasileiro, é que novos materiais e tecnologias são caros para nossa região. O que não é verdade. Estudos de caso realizados antes de 2005, incluíam no preço, taxas de câmbio e internação, pois consideravam o produto importado. Com a localização este custo extra reduz. Ações governamentais atuam, hora incentivando localizações, hora definindo objetivos de emissões e segurança. O programa INOVAR AUTO estabelece algumas metas importantes de emissões, percentual de localização e promove o P&D local. Todos estes ingredientes têm auxiliado no aumento da utilização de AHSS (Advanced High Strength Steel) nas estruturas veiculares. Usando os aços de alta resistência como base, temos um crescimento significativo. Em 2001 não passavam de 2% das carrocerias. Em 2008 chegaram a importantes 8%. Atualmente, estão próximo dos 15%.

Aug 17, 2017

By Paul D. Klipfel

Introduction Mineral exploration interest, principally for gold, in the south-western Pacific has surged to new proportions. This is primarily due to the application of epithermal exploration concepts in the Australian-Oceana region. Other factors that have contributed to the high level of exploration interest include governmental policies supportive of mineral exploration, along with relative ease of tenure access and a relatively short bureaucratic process. This paper highlights exploration and development activities in the North Island of New Zealand, Fiji, Vanuatu, the Solomon Islands, and Papua New Guinea (Fig. 1). It provides a framework to understand the overall recent enthusiasm that has been brought to the south Pacific by explorationists. Through these recent developments, it is clear that the south Pacific region will become a significant gold producing area and thereby worthy of attention and study. Papua New Guinea alone is the free world's seventh largest producer (Table 1). And, with the addition of production from deposits presently being developed, this status is likely to be raised. History Gold was first noted on various Pacific islands in the late 1500s by Spanish explorers. They thought they had reached the legendary King Solomon mines. Since then, the history of prospecting in the southwest Pacific has coincided with the colonization of the region. Settlers in New Zealand extensively mined alluvial and lode gold deposits starting in the 1850s. The spread of European colonization to the more remote Pacific islands from 1880-1940 was accompanied by varying degrees of prospecting activity by planters, traders, and settlers. Some were successful, others may have been successful, but never returned due to hostile indigenous peoples or disease. In general, records of such prospecting activity are meager and exploration leads are, in some cases, gained through local village folk memory. Most early discoveries were alluvial finds. These led to placer operations, particularly in New Zealand, the Solomon Islands, and Papua New Guinea. Continued prospecting located lode deposits such as the Morobe Gold-field of Papua New Guinea, the Coromandel Peninsula of New Zealand, and the Emperor of Fiji. Some areas were prospected thoroughly. Yet others, such as Vanuatu, remained relatively unexplored until the present exploration surge began. During World War II, interest in minerals was diverted. It was renewed significantly until the middle 1960s and early 1970s when regional porphyry copper exploration was conducted.

Jan 10, 1987

By M. T. Davisson

Pile compression load capacity prediction methods are divided into four categories for purposes of discussing their reliability compared to static load test results. The categories considered are: 1) static analysis, 2) driving formulas, 3) wave equation analysis, and 4) dynamic measurement and analysis. It is concluded that any method of static analysis that works for the geological deposit in question may be satisfactory. However, any given method can be quite wrong when applied to other deposits of soil that are different in terms of their engineering and geological characteristics. Dynamic formulas are found to be theoretically unjustifiable. The ready availability of the wave equation analysis for microcomputers eliminates the need to utilize dynamic formulas. The wave equation analysis is found to be the best analytical method for making predictions both for design and for construction control. Dynamic methods of measurement and analysis are found useful, but have limitations that have caused troubles on many projects. Two case histories are presented that show the limitations of dynamic measurement and analysis, and of the wave equation analysis. Soil deposits exist that defeat both the wave equation and dynamic measurement techniques; static load tests are currently the only method of proving the load capacity of piles in such soils.

Jan 1, 1991

By Foluke Salgado de Assis

A fibra de juta é uma das fibras com grande potencial para ser aplicada como tecido reforçando compósitos poliméricos Este trabalho avaliou a resistência ao impacto para compósitos de matriz poliéster reforçado tecido de juta. Os corpos de prova foram fabricados com diferentes percentuais de tecido de juta: 0, 10, 20 e 30% em fração volumétrica. O tecido sido de juta foi embebedado com resina poliéster (estado líquido) e curado em temperatura ambiente durante 24 horas. As amostras foram ensaiadas utilizando o pêndulo impacto Izod and a superfície de fratura foi examinada utilizando o microscópio eletrônico de varredura. A resistência ao impacto Izod dos compósitos poliéster-juta cresceu de maneira linear com o aumento da quantidade de tecido de juta. Utilizando 30% de tecido de juta, foi possível obter 83,1 J/m enquanto o poliéster puro (0% de tecido) obteve 21,8 J/m. O bom desempenho do compósito poliéster-juta pode ser associado com a dificuldade de romper o compósito em virtude do tecido de juta, assim como, as trincas produzidas através da interface poliéster/tecido de juta que colaborou com o aumento na absorção de energia durante o ensaio de impacto Izod.

Oct 30, 2017

By Kioshy Santos de Assis

O desenvolvimento de aços baixa liga e alta resistência (ARBL) tornou-se um desafio constante para a indústria. Enfoques como o aumento de resistência mecânica para espessuras menores tem um forte apelo técnico-científico. Modificações na composição química bem como o refino de grão são ações que apresentam um benéfico sinergismo neste sentido. Um elemento que atua nos dois sentidos supracitados é o nióbio (Nb), pois sua presença na composição química durante o processamento termomecânico promove o refino de grão e possibilita a obtenção de chapas de menores espessuras e com excelentes propriedades mecânicas. Entretanto, a adição do Nb como elemento de liga ficou restrita a percentuais em peso abaixo de 0.05%, devido à redução na soldabilidade encontrada em aços desenvolvidos com técnicas ineficientes de redução do carbono. Contudo, com técnicas mais efetivas de redução utilizadas na aciaria, torna uma alternativa o desenvolvimento de aços com maiores percentuais em peso de Nb, visando a produção de aços com maior resistência mecânica, menores espessuras e com boa soldabilidade. O objetivo do trabalho é apresentar resultados acerca da influência do Nb soldabilidade de um aço API 5L X70.

Aug 16, 2017

By Thais da Silva Rocha

O objetivo deste trabalho é avaliar a reatividade de um metacaulim comercial a partir da análise de sua cristalinidade. Um tratamento térmico é proposto a fim de tornar o material mais amorfo e para isso o metacaulim comercial já calcinado foi submetido a três tempos e temperaturas de queima em forno mufla (700°C em 1h, 600°C em 2h e 500°C em 1h). Após a queima o tratamento térmico que alcançou o melhor resultado foi o de 600°C em 2 horas, apresentando quase que somente picos cristalinos de quartzo nas análises de DRX. Para avaliar a influência do amorfismo na resistência mecânica de argamassas geopoliméricas foram moldados corpos de prova cilíndricos de Ø 50x100 mm com o metacaulim comercial como referência e com os metacaulins calcinados. Todas as argamassas foram feitas com a mesma dosagem e ensaiadas com 24 horas após a moldagem. O aumento de resistência à compressão chegou a 53% com o metacaulim queimado a 600°C, mostrando que assim como acontece com argamassas de cimento Portland a calcinação completa é um fator crucial para o ganho de resistência mecânica em argamassas geopoliméricas.

Oct 30, 2017

By Fabio Tavares Chamonge

Este trabalho visa mostrar os principais benefícios alcançados na qualidade dos produtos e a evolução da produtividade nas linhas de produção da Laminação a Frio com a estabilização operacional da nova Decapagem. Os recentes investimentos na modernização tecnológica, com a aquisição e implementação da nova Decapagem com os recursos modernos de controle e automação permitiu que houvesse uma evolução significativa da qualidade dos produtos, eliminando o desvio, reduzindo o descarte e melhorando a produtividade ao longo do processo de fabricação. Com inicio de funcionamento da nova Decapagem possibilitou processar bobinas com maior peso, maior flexibilidade na formação de bobinas soldadas e menores descartes por qualidade, estes fatores afetaram positivamente o peso médio na saída da Decapagem. A melhoria do material processado na nova linha proporcionou elevação da produtividade do Laminador de tiras a frio, considerando os aspectos: oleamento, planicidade, peso de bobina, solda e isenção de manchas e defeitos superficiais. O processo de Encruamento também foi beneficiado com peso de bobina e melhoria da forma do material. O produto final e os processos de acabamento também tiveram impactos positivos dos resultados obtidos na Decapagem 3.

Aug 16, 2017

By Pablo Altoé Amorim, Allan Cypriano Doelinger Assad, Vitor Martini, Newton Valadão Junior, Otávio Lube dos Santos

Esse artigo tem o objetivo de desenvolver um dispositivo, para mensurar esforços mecânicos de partes estruturais de um veículo Baja, para estimar o seu valor instantâneo, com a utilização de: extensômetros; um hardware para tratamento de dados; um sistema embarcado para aquisição e manipulação de dados; e uma interface homem-máquina para analisar os resultados

Oct 1, 2019