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By H. Conrad

The strain hardening associated with the creep of magnesium single crystals at room temperatu.Je was investigated by shear tests in which the direction of stressing was reversed a number of times after creep in a <100> direction. The strain hardening was strongly anisotropic; the largest amount occurring in the direction of flow and the least 180 deg to this. The time law for creep changed from a parabolic type to logarithmic for the first and subsequent reversals of stress. For a given stress the creep strain decreased significantly for the first and second reversals and then only slightly for subsequent reversals. The logarithmic creep constant a changed in a similar manner. A linear relationship was observed between the creep strain for a given reversal and the stress. The slope for the third reversal yielded a strain hardening coefficient 12 to 16 times greater than that observed for unidirectional flow. Al-though no recovery was observed upon resting at room temperature, the hardening resulting from stress reversals could be completely removed by heating to 450" C. PREVIOUS work1.&apos; indicated that the creep rate of magnesium single crystals tested in the temperature range of 78" to 364°K decreased with time. This was attributed to an increase in internal stress resulting from an accumulation of dislocations at internal obstacles. The object of the present investigation was to further evaluate the nature of this hardening by conducting tests in which the direction of stressing is changed after previous creep in shear in a given slip direction. Previous to 1950 three investigations indicated that a Bauschinger effect3 occurred for single crystals as well as polycrystals brass in tension compression,

Jan 1, 1960

By S C. Dominy

The grade of ore at Marvel Loch mine is directly related to the presence or absence of shear zones and quartz-sulfide-rich hornblende (¦ diopside) veining within areas of plagioclase alteration. An experienced geologist can identify these features in hand specimen. Practical rules have been developed to assist this visual identification. The structural sites and styles of alteration and veining most conducive to gold mineralisation have also been determined. The work has enabled a better understanding of the geological controls on mineralisation at Marvel Loch, and has clarified geological understanding for optimisation of grade control modeling, ore block mark-ups, and minimisation of ore loss and dilution during excavation. In addition to this, it has enabled a detailed understanding of mine scale structural controls, geometry and relative grade relationships.

Jan 1, 2003

By Marcos Figueiredo Nicolau

O fluxo de produção da VSB contempla um alto-forno a carvão vegetal e uma aciaria elétrica. Para melhor sincronizar a programação do alto-forno (AF) e a do forno elétrico (FEA) é importante ter um conhecimento prévio de quais corridas do FEA usarão gusa líquido. Foi desenvolvido este projeto visando auxiliar na tomada de decisões da programação do AF e do FEA, a partir de uma simulação da logística de movimentação das panelas de gusa em cenários pré-determinados. Dentre as respostas que podem ser obtidas por essa contribuição técnica destacam-se: o número mínimo de panelas que devem ser utilizadas no circuito, quantas e quais corridas do forno elétrico serão atendidas com gusa líquido e a contribuição de cada meio de transferência de calor para a perda térmica total.

Aug 1, 2018

By D Craw

The Rise and Shine Shear Zone is a mineralised low angle deformation zone traceable for at least 7 km through biotite zone schist of the Dunstan Range, central Otago. Rocks from the shear zone obtained from recent drillholes are unweathered and facilitate paragenetic studies. There is a progression of mineral deposition from semiductile foliation-parallel shearing, to subsequent folding, and brittle fracturing. Sheared rocks are dominated by microshears containing fine grained hydrothermal muscovite and rutile that has recrystallised from metamorphic muscovite and titanite respectively. Euhedral pyrite occurs within segregations in the schist and is locally brecciated by the shears. &nbsp; Arsenopyrite occurs within microshears and is intergrown with hyrothermal muscovite. Fractures within relatively undeformed schist are filled with ankerite, siderite, chalcopyrite, sphalerite and galena and these veinlets also crosscut the microshears. Locally the schist is folded and zones of brecciation, silicification and vein deposition overprint the rock. Vein quartz and albite predominate and arsenopyrite and gold infill breccia matrix and crosscutting veinlets. Sulphide deposition began in the later stages of metamorphism with pyrite deposited in quartz-albite segregations. Subsequent shearing caused brecciation of some grains and accompanied deposition of arsenopyrite ¦ gold and rare sulphides along foliation-parallel microshears. Minor amounts of chalcopyrite, sphalerite and galena were then remobilised in ankerite veins that crosscut the shears. In areas of high strain, arsenopyrite was then deposited as euhedral grains in veins and breccias. Synmineralisation deformation caused the brecciation of some grains and gold was deposited infilling fractures in the arsenopyrite. The paragenetic sequence shows gold mineralisation occurred in two distinct sets of structures (semiductile and brittle) that formed at different times in the formation of the shear zone.

Jan 1, 2006

The MineSight Schedule Optimizer (MSSO) is a new production scheduling tool developed by Mintec, Inc. using mixed integer linear programming (MILP) techniques. This tool was developed to solve the short- and medium-term schedule problems for surface and underground mining operations that involve multiple mining areas, multiple processes, multiple destinations and blending requirements. MSSO finds the optimum schedule in each period that achieves the objective while satisfying comprehensive product quality and quantity requirements as well as physical and technical constraints. Using the MineSight Planning Database (MSPD) as a central data hub, MSSO seamlessly works with MineSight 3-D (MS3D) block models and third-party data, MineSight Interactive Planner (MSIP), MineSight Haulage (MSHaulage) and MineSight Activity Planner (MSAP) to prepare data, formulate MILP models, calculate, report, fine-tune, save and visualize schedules. This paper presents the features and capabilities of MSSO. A case study is also given to demonstrate the applications of this new tool.

Jan 1, 2009

By Lucas Kling e Silva

Os aços inoxidáveis são materiais utilizados em ramos da indústria que demandam além de boa resistência à corrosão, elevada resistência mecânica. As ligas inoxidáveis austeníticas geralmente são submetidas ao trabalho a frio visando seu endurecimento, uma vez que não são endurecíveis via tratamento térmico. Devido à deformação plástica, pode ocorrer a transformação da austenita em martensita para algumas classes de aços. Esta transformação, dependendo da fração de fase transformada pode levar à redução da tenacidade. O foco deste trabalho está, portanto, na identificação e quantificação da martensita em amostras deformadas. Para isto, corpos de prova de aço austenítico AISI 321 foram deformados mediante laminação a frio e caracterizados pelo magnetômetro de amostra vibrante (VSM) e pela técnica Bitter modificada ao ferrofluido. Os resultados exibiram a fácil formação de martensita no aço e uma abordagem muito eficaz para revelar esta fase nas imagens de microscopia ótica. Com os valores de saturação magnética provenientes do VSM foi possível estimar a fração volumétrica da martensita para cada condição de deformação.

Aug 17, 2017

By Francisco Geraldo Toledo Junior

Os aços inoxidáveis possuem características essenciais para um bom acabamento quando o que se busca é estética e boa resistência à oxidação. Quando se específica um aço inoxidável, o acabamento é um dos aspectos relevantes que devem ser considerados. O acabamento possui uma importante influência em algumas características do material como, por exemplo, na facilidade da limpeza e na resistência à oxidação / corrosão. Há uma grande variedade de acabamentos. Através de ensaios de oxidação a quente, medição de potencial eletroquímico, medição de dureza a baixa carga (microdureza) e medição da tensão residual via difração de raios x foi possível perceber uma diferença entre os acabamentos 2D, 2B, RO, BB, Nº4 e Nº6. A medição de tensão residual mostrou qualitativamente que o aumento de dureza e o forte amarelamento ocorrido no material com determinados acabamentos é função de uma deformação elástica na superfície imposta durante alguns dos processos de fabricação desses aços. Esse mecanismo é relevante e interfere na resistência a oxidação e corrosão nos casos estudados.

Aug 17, 2017

By J. M. Tannenbaum

A depth-sensing micro-indentation technique is developed for evaluating mechanical properties of materials at elevated temperatures (to 1200°C). System description and design considerations of the test apparatus are described. Based on Hertzian spherical indentation approach, the micro-indentation test apparatus is capable of determining Young?s modulus and creep strength of test materials with flat, tubular, or curved architectures from room to 1200°C under either air or controlled gaseous environments. Calibration tests were conducted on a H13 Tool Steel coupon from 22°C to 500°C and single crystal Haynes 230 alloy at 1000°C with excellent agreement to the literature values. Indentation creep tests of Haynes 230 alloy were carried out at 1200°C with preliminary results showing good correlation to creep exponents. Further system refinements will be investigated, and additional testing will be conducted.

Jan 1, 2010

By Humberto Napoli BELLEI

O Sol é a principal fonte de energia sustentável com enorme potencial na geração de energia elétrica. O Brasil como outros países do mundo estão começando a construção de fazendas solares. Atualmente as especificações das estruturas para construção das estruturas dos painéis utilizados nessas fazendas tem sido de aços pós galvanizados justificado pela questão de tempo de garantia, principalmente, devido a presença de furos e bordas que ficariam protegidos contra a corrosão pela grande quantidade de revestimento utilizado. Nesse trabalho serão apresentados resultados de um aço pré-galvanizado que se mostrou seguro e confiável na proteção contra a corrosão dos furos e bordas dos painéis. O estudo teve como base as informações obtidas após o aço ter sido testado no ensaio em câmara de névoa salina e de dados já conhecidos em ensaios de campo.

Oct 30, 2017

By Art Cooper

Granulation systems are customarily viewed as problem areas in metallurgical operations. The inherent risk of explosion when combining a high temperature melt with water creates a safety hazard. Separation of the granulated material from the quenching medium generally involves equipment that can have significant maintenance and operating costs. Granulation systems&apos; reliability and availability can negatively affect the plant production. Against this background, granulation systems have been treated by design firms and producers as an add-on and a necessary evil. The technology is becoming better understood and solutions to common problems are being found. This paper will discuss typical problems in common systems, and some of the improvements that have been made, with particular reference to non-ferrous applications.

Jan 1, 2006

By S. H. Lorain

Mechanized dirt-moving equipment has greatly increased the scope of prospect trenching by lowering the costs and increasing the speed of such work. Where the soil covering was more than 3 or 4 feet deep, operators were quickly discouraged and abandoned surface exploration in favor of shaft sinking, drifting, or diamond drilling; wildcat trenching was seldom undertaken, even where the soil covering was thin. Although power shovels, trench diggers, and draglines are useful under special conditions, caterpillar-mounted angledozers will usually do the same type of work and have a far wider range of adaptability. They are therefore incomparably the most generally useful equipment for the purpose. Since 199 the Bureau of Mines has been engaged in a widespread search for minerals useful to the war program; this work required a great deal of pioneer exploration in areas where known outcrops were marginal or subcommercial by pre-war standards. Engineers in charge of field operations were quick to perceive the applicability of mechanized trenching on a fairly large scale, particularly in the Northwestern States, where completely exposed vein-outcrops are rare. Probably no other organization to date has done a comparable amount of angledozer prospect trenching under such a wide range of conditions. The following comments and accompanying cost tables are based on work performed chiefly in Idaho, under a variety of physical and climatic conditions. The most important applications of the angledozer for such work may be described under three heads:

Jan 1, 1944

By Romano J. Micciche

One of the largest scale uses of a multiple, high-strength steel bar tiedown system is described. Tiedowns were installed to resist hydrostatic uplift forces acting on a section of the Interstate Highway Route I-90 southern approach roadway to the Third Harbor Tunnel, in Boston, Massachusetts. Site specific information is discussed regarding design, testing, and installation of Tiedowns. Conclusions are presented regarding the overall performance of this system and the application of this type of tiedown system on future projects.

Jan 1, 1994

By Leonardo Zuchi Guio

A ArcelorMittal Tubarão vem trabalhando nos últimos dois anos na implantação de um sistema automatizado de julgamento da qualidade da superfície de bobinas laminadas a quente, juntamente com a ArcelorMittal Global R&D. Tal sistema é denominado CGSIS – Coil Grading Surface Inspection System – e tem a função de interpretar as ocorrências de defeitos superficiais, identificados por um sistema de inspeção automático através de câmeras CCD auxiliado por técnicas de visão artificial, à luz da necessidade requerida pela aplicação final do material. Todas as ações sugeridas pelo sistema são baseadas em regras de aplicação e nas informações obtidas do sistema de inspeção automático, requerendo para isso taxas de acerto de classificação de defeitos adequadas para uma boa tomada de decisão. Para tanto, várias melhorias foram necessárias, envolvendo questões de ambiente, desempenho, confiabilidade, disponibilidade e treinamento do sistema, para se obter com isso melhores níveis de detecção e acerto. Outras questões envolvidas em tal processo concernem às mudanças aplicadas a políticas já estabelecidas de julgamento e comunicação do novo sistema com os sistemas já existentes. Vários benefícios da implantação do projeto já estão sendo percebidos provenientes das etapas de preparação para a instalação e espera-se que após a operacionalização um ganho superior a R$320k entre redução de custo com pessoal, aproveitamento de material e redução de reclamações de clientes seja alcançado.

Jul 30, 2018

By Gabriel Oliveira Glória

A sociedade cada vez mais está buscando por materiais ecologicamente corretos em detrimento de materiais nocivos ao meio ambiente. Nesse novo contexto as fibras naturais estão, cada vez mais substituindo as fibras sintéticas, por exemplo, a fibra de vidro. Além das vantagens ambientais, as fibras naturais são mais baratas do que os sintéticos. O ensaio de pullout estuda a adesão da fibra na matriz de poliéster e a interação das fibras com a matriz de poliéster, também chamados de biocompósitos. Portanto, o presente estudo analisou a fibra de PALF por meio de ensaio de pullout. O ensaio verificou que o comprimento de embutimento crítico da fibra de PALF em matriz de poliéster é de 1,20 mm e a tensão cisalhante na interface fibra/matriz é de 11,66 Mpa.

Oct 30, 2017

Accurately estimating load distributions and ground responses around underground openings play a significant role in the safety of the operations in underground mines. Adequately designing pillars and other support measures relies highly on the accurate assessment of the loads that will be carried by them, as well as the load-bearing capacities of the supports. There are various methods that can be used to approximate mining-induced loads in stratified rock masses to be used in pillar design. The empirical methods are based on equations derived from large databases of various case studies. They are implemented in government-approved design tools and are widely used. There are also analytical and numerical techniques used for more detailed analysis of the induced loads. In this study, two different longwall mines with different panel width-to-depth ratios are analyzed using different methods. The empirical method used in the analysis is the square decay stress function that uses the abutment angle concept, implemented in pillar design software developed by the National Institute for Occupational Safety and Health (NIOSH). The first numerical method used in the analysis is a displacement-discontinuity (DD) variation of the boundaryelement method, LaModel, which utilizes the laminated overburden model (Heasley, 1998).

Jan 7, 2020

By D. Bois, P. Keating, J. Lemieux, M. A. Vallée, M. Allard, R. S. Smith, L. Z. Cheng, M. Chouteau, K. Fountain

"A comparison of data from INPUT, GEOTEM, and MEGATEM airborne electromagnetic (AEM) systems over the Aldermac deposit, Québec, Canada, was undertaken to evaluate the relative ef¬ficiency of these systems for the detection of small, deep conductors. The Aldermac orebody was mined between 1933 and 1934 to a depth of 200 m. A deeper mineralized zone was discovered in 1987. The MEGATEMII system was used to acquire 90- and 30-Hz data over the deposit in 2003 as part of a research project. These MEGATEMII data were compared with data acquired by other AEM systems (GEOTEM and INPUT), and the results show that the MEGATEMII response is ten times larger than the other sys¬tems. For the dB/dt response, 30 Hz gives a better signal-to-noise ratio, whereas 90 Hz has a better signal-to-noise ratio on the B-field.The data were evaluated by numerical modeling. The deposit was best represented by a complex mod¬el, comprising two weakly conductive bodies to approximate the alteration halo, two deeper prisms repre¬senting known orebodies, and three bodies ranging in thickness from 3 to 6 m and in resistivity from 12 to 20 ohm·m, representing the chargeable overburden. This implies that the MEGATEMII system is able to see a small conductive body at more than 200 m depth in an area where the response is contaminated by conductive overburden."

Jan 1, 2009

By Lindaura de Souza Cândido d'Avila

O presente trabalho teve o intuito de avaliar, em planta piloto, a influência da perda de pressão de sucção dos gases de exaustão nos parâmetros de produtividade da sinterização, consumo específico de combustível, rendimento da mistura total e qualidade do sínter. Foram realizados testes com diferentes valores de pressão de sucção dos gases de exaustão controlados em 1.200, 1.000 e 800mmH2O. A partir dos resultados dos testes avaliados foi possível verificar a influência da perda de pressão de sucção dos gases de exaustão no desempenho do processo de sinterização e seu impacto na qualidade do sínter produzido. Os resultados demonstraram que com o aumento crescente da perda de pressão de sucção dos gases de exaustão ocorreu significativa queda de produtividade da sinterização, queda dos valores de índice de degradação sob redução (RDI), queda do consumo de combustível e aumento dos valores de índice de redutibilidade (IR), rendimento da mistura total e teste de tambor (TI).

Aug 17, 2017

By Erik M. Westerberg

The Soilex Pile combines a slender shaft, for quick and easy installation, with an enlarged pile toe, for high capacity. The key component is the Expander Body, which is inflated by injecting cement grout when in position. The latest development in the Soilex Pile System results in a reduction of the total cost of Soilex Piles, in many cases values that are competitive with pre­cast concrete piles and displacement piles. Soilex Piles can now be installed on top of a bearing soil layer, instead of 3 to 4 m into that soil as previously required, further minimising the ground disturbance. Soilex Piles achieve high capacity in relatively loose soils, with ultimate loads typically between 1000 and 2000 kN in a sand with CPT qc = 5 to 10 MPa or SPT N= 10 to 20. It is possible to pre-load and proof-load all piles with dynamic testing up to 2000 kN or using built-in jacks, thereby verifying the capacity. The vibratory installation method, which is extremely quick and causes very little soil disturbance and noise, is exemplified by two case histories.

Jan 1, 2000

By Bryan Buchholz, N. Kumar Kittusamy

Previous studies indicate that operators of heavy construction equipment are afflicted by musculoskeletal injuries of the arms, shoulders, neck, and lower back. These injuries appear to be due to excessive periods of sitting (static posture), work intensity, whole-body vibration, high resistance levers, repetitive motions, and awkward postures. (2-5) Although numerous studies have shown an association between operation of heavy construction equipment and symptoms of musculoskeletal disorders, very little research has been performed that systematically characterizes operating engineers&apos; exposure to ergonomic hazards. The objective of this study was to systematically characterize the ergonomic hazards associated with excavating operations. As such, the following were performed: (1) vibrations were measured at the operator/seat interface (X, Y, and Z axes), and at the floor of the cab (Z axis); (2) psychophysical ratings of whole-body vibration (WBV) level and overall seat design were obtained; and (3) postural assessments of the job were made. Methodology This study evaluated an inexperienced female operator performing excavation, utilizing two different pieces of equipment. The operator was 37 years old, 162 cm tall, and weighed 80 kg. She had approximately 15 hours of operation time (experience) on the equipment evaluated. The two pieces of equipment used were: a Case Super 580E (1986) backhoe/loader, and an Insley H-2000 excavator (1975) (see Figures 1 and 2). More evaluations were performed on the backhoe/loader than on the excavator. The following evaluations were performed on the Case equipment: 1) vibration levels at the seat and floor; 2) psychophysical ratings of the overall seat design and vibration levels (for the task duration, and for an 8 hour duration); and 3) postural assessments. For the Insley equipment, all of the evaluations were performed except vibration measurements. When the evaluations were conducted, the following environmental conditions were noted: the temperature was 31°F, and soil and terrain conditions were rough and frozen.

By Michael Feroz, Marcus Jensen, James E. Lindell

The Southern Nevada Water Authority (SNWA) operates two water-intakes in Lake Mead, located 20 miles east of Las Vegas, Nevada. Severe drought has caused decline in lake level by 85 feet since 2000 and future declines are expected. SNWA will construct a third deep-water intake to ensure existing water system capacity. This paper describes expected construction challenges for the new project that consists of: an intake structure and tunnel beneath the lake, pumping station, pipeline to connect existing treatment facility, and interconnecting underground adits. The project will be completed in the year 2012 for total estimated cost of approximately $600 million.

Jan 1, 2007