Search Documents

By Thaís Ferreira Marks Brasil Duque

O equipamento utilizado na medição do CWI de Bond também mede uma estimativa da energia de fratura das partículas de amostras de rochas e minérios. Esta medida só pode ser considerada uma estimativa da energia de fratura se, durante o ensaio, o material não é danificado. Em função do procedimento do ensaio de CWI, é possível que as partículas sejam danificadas por impactos sucessivos dos martelos em energias de impacto crescentes. Se houver danificação, a estimativa da energia de fratura será menor do que a energia de fratura real do material. Caso contrário a energia de fratura medida corresponde a energia de fratura mais a energia equivalente a um incremento de 5º do ângulo de impacto. Neste trabalho uma metodologia foi desenvolvida especificamente para avaliar a danificação de partículas de rochas durante o ensaio de CWI. Quatro amostras distintas de rochas/minérios foram testadas. Os resultados mostram que há uma tendência consistente indicando que a danificação ocorre, porém, se de fato as partículas danificam, a magnitude da redução da energia de fratura é baixa ou incipiente.

Aug 17, 2017

By Tatiane Aparecida Rocha Gonçalves

Dentro da caracterização tecnológica do minério de ferro, percebe-se o aumento da realização de ensaios de moagem em escala de laboratório, em função do empobrecimento das principais jazidas de minério de ferro e consequentemente redução do grau de liberação do quartzo. Esse é o principal mineral de ganga do minério de ferro, e para sua liberação é necessário moagem. O Centro de Pesquisas Tecnológicas da Vale tem como procedimento a execução de ensaios exploratórios de moagem para a definição do tempo necessário partindo de um top size de 2 mm até obter um produto com determinado % retido em 0,15mm, a malha de controle da moagem primária. A definição desse tempo era realizado por tentativa e erro, ou seja, fazia-se uma moagem em um tempo inicial, e posteriormente variava-se o mesmo até alcançar a granulometria desejada no produto moído. Este processo torna a atividade morosa, sendo necessário a realização em média de até 5 ensaios para a definição do tempo de moagem. De uma forma simples aplicando a equação de Donda-Rosa utilizando o tempo de moagem, a determinação do tempo de moagem para chegar à granulometria desejada é normalmente atingida na segunda moagem. Os resultados obtidos até o momento são promissores, mostrando ser possível a utilização dessa equação para prever o tempo de moagem. Com isto, obteve-se um ganho de produtividade uma vez que a quantidade média de ensaios exploratórios necessária reduziu-se de quatro para no máximo dois.

Aug 2, 2018

By Kleiton dos Santos Melo

As fibras de bambu são ricas em celulose, hemicelulose e lignina. Elas apresentam altos módulos de elasticidade e alta resistência mecânica, o que as tornam bastante eficazes como reforço em compósitos. Com o intuito de aprimorar as propriedades mecânicas de materiais poliméricos em escalas diminutas, tem-se buscado a aplicação desses reforços em sua forma nano. A extração de nanocelulose tem sido bastante estudada e, em nosso trabalho, foram feitas adaptações de métodos que mostraram-se mais eficazes. Os nanowhiskers a base de bambu foram obtidos por hidrólise ácida a 64%, após tratamento químico prévio de limpeza e branqueamento. Os materiais obtidos foram então caracterizados por FTIR, TG, DTG e tamanho de partícula por Potencial Zeta, onde seus resultados indicaram que o método de produção utilizado foi eficaz.

Aug 17, 2017

By João Paulo Sousa Coelho

A flotação é uma técnica de separação baseada na afinidade das espécies minerais com as moléculas de água. Na flotação reversa de minério de ferro, utilizam-se os compostos químicos da família das aminas primárias (R-NH2), que são moléculas compostas por uma parte apolar (R), formada por uma cadeia carbônica, e por outra polar, constituída por grupos amina (NH3), os quais ao serem protonadas, adsorvem-se fisicamente sobre a superfície negativa das partículas de quartzo, tornando-as hidrofóbicas. O poder de “hidrofobização” das aminas está diretamente relacionado ao tamanho de sua cadeia carbônica, sendo o limitante desta grandeza a sua solubilidade em água. Dentro desse contexto e a fim de aumentar o poder “hidrofobizante” do coletor, foram realizados testes laboratoriais, utilizando soluções formadas por diferentes proporções de amina e óleo diesel para avaliar o impacto da dosagem da mistura (óleo diesel + amina) sobre o consumo de coletor e a seletividade da flotação dos finos da Mina Casa de Pedra concluindo-se que a utilização da mistura de óleo diesel + amina não prejudica o desempenho da flotação, abrindo espaço para uma redução de quase 7% do consumo de amina, insumo mais caro que o óleo diesel.

Aug 16, 2017

By Eric S. Lindquist, Charles A. Luxford

The State of Texas recently adopted a master plan to expand the existing Capitol Complex in Austin. Phase 1 of this expansion will add two new State office buildings and five levels of underground parking to the existing Complex. Additionally, a landscaped pedestrian mall will be built atop a portion of the underground parking to enhance the area as a cultural destination. Capitol Complex website: https://www.tfc-ccp.org/ Brierley Associates was selected to provide detailed design of the entire Phase 1 earth retention system for an approximately 40-65 ft (12-20 m) deep, 500,000+ yd3 (380,000+ m3) excavation through overburden soils and limestone bedrock. To facilitate overall project coordination, all design packages were required to develop Revit models, including the retention system package. With the project located in an urban setting, this 3D model also facilitated coordination of the retention system with adjacent major structures and utilities. The retention system is a combination of soil nails, soldier piling with tiebacks and rock anchors with a shotcrete facing as a substrate for the below-grade blindside waterproofing system. Due to the substantial scope of excavation, a significant number of utilities had to be routed on a temporary span over the excavation. Brierley Associates designed this utility support structure, which required extensive coordination with the excavation support and existing utilities located directly underneath the structure’s foundations. Preconstruction geotechnical work identified a fault zone that might be encountered within the excavation; however, the fault feature was found to have a more adverse location and orientation than originally anticipated. This observation required that a portion of the temporary anchors be converted to higher-capacity, corrosion-protected permanent anchors.

By Armin W. Stuedlein, Steven R. Saye

The differences between calculated axial pile capacity and the capacity realized during and following installation has long presented a significant concern for foundation engineers and contractors. Such differences have increased in prevalence with the increased use of larger diameter steel pipe piles and the significant increase in design-build contracting. The writers present concepts to close the gap between calculated axial pile capacity and the capacity realized during and following installation of driven pile foundations, including: (1) pile set-up in plastic soils, (2) limitation of re-driving of piles after setup which serves to reduce pile capacity, (3) the use of a vibratory hammer to install piles in cohesive soils disturbs the supporting soils and reduces the pile side resistance capacity significantly, and (4) long pile installation times for open-ended piles can damage the pile side resistance. Examples are presented from practice to illustrate these concepts and to guide pile installation planning to recognize the installation impacts and either consider alternate installation approaches or to properly consider the installation impacts during design.

By Caroline Gomes de Oliveira

Nas últimas décadas, as fibras naturais têm sido investigadas como uma alternativa para a utilização de fibras sintéticas, como material de reforço, tais como fibras de vidro. Algumas vantagens das fibras naturais são a menor densidade, biodegradabilidade e o fato de virem de fontes renováveis. Com o intuito de melhorar ainda mais as propriedades de compósitos de fibras naturais, investiga-se o desempenho de compósitos reforçados com tecidos de fibras naturais, uma vez que estes proporcionam um reforço multidirecional e permite a introdução de uma maior fração de volume de tecido. Neste trabalho, investigou-se a resistência à tração dos compósitos com matriz de poliéster reforçados com diferentes frações de volume de tecido de rami, que é uma das mais lignocelulósicas mais resistentes. Os espécimes foram testados em uma máquina universal de ensaios Instron. Os resultados mostraram um aumento na resistência à tração com o aumento da fração de volume de tecido.

Aug 17, 2017

By Ron Stewart, Richard Youmaran, Andy Adler

In the current context of heightened concerns with explosives security, there is significant interest in technological controls to improve security. It is important to be able to control what is fired, by whom, where and when. This paper describes research Orica has performed to investigate and test biometric systems to address the question of "by whom". The goal of this research is to incorporate the most suitable biometric system onto the 'blaster' unit of an electronic initiation system. This approach will ensure that only authorized personnel can initiate a blast involving electronic detonators. Requirements analysis: we initially explored many different biometric technologies to evaluate them against the requirements, including security, usability, ruggedness, size, form factor, privacy, and operational temperature range, This analysis identified chip based fingerprint sensors as the best candidate. Development of prototype units: in order to test the identified sensors, we modified standard, commercially-available, electronic blast initiation units ("blaster") to incorporate a fingerprint reader. Testing and evaluation: Biometric We conducted a biometric scenario evaluation in order to determine: 1) security level (measured by false accept rate (FAR)); 2) usability (measured by failure to enroll (FTE) and false reject rates (FRR)), and to 3) discover environment specific issues and challenges (such as temperature, humidity, dirt, or those related to the usage patterns of the user group). Tests were conducted at quarry sites in eastern Ontario, Canada. Results show rates of: FAR= 0%, FTE= 1.67%, FRR= 28.81%. Overall, these results suggest that this fingerprint biometric technology has a good level of usability in this application of electronic blast initiation control.

Jan 1, 2007

By Greg Plutko

Laboratory testing has shown that the Marsh Funnel test can be significantly impacted by long-chain polymer entanglement. In general, shorter hydration time leads to more chain entanglement which in-turn, leads to higher marsh funnel values that values seen for longer mixing. This trend makes it very difficult to predict funnel-viscosity on successive days. Data is presented which helps to explain this chain interaction effect on Marsh Funnel data and how it differs from traditional Fann viscosity. The data suggest that this long-chain polymer entanglement occurs more in samples with less hydration time and decreases as hydration time increases. There is also suggestion that higher polymer concentrations have a greater drop-off in marsh funnel viscosity for a given aging length than do lower solids slurries. Fann rheology was shown to be much less impacted by the hydration time of the PHPA polymers than was Marsh Funnel viscosity. This suggests that the Marsh Funnel viscosity is impacted by some aspect of the slurry that does not affect Fann rheology as strongly. It is known from literature that longer-chained polymers have more potential to entangle and our data support the theory that the Marsh funnel viscosity is greatly impacted by this polymer-chain ‘roping’ entanglement.

By Mayara Gallego Cucchiara

Neste trabalho, blendas de ABS (acrilonitrila-butadieno-estireno) e HIPS (poliestireno de alto impacto) provenientes de carcaças de equipamentos eletro eletrônicos (EEE) foram estudadas. O material foi moído em duas granulometrias diferentes (uma fina e outra grossa). Os corpos de prova para ensaios de tração e impacto de blendas ABS/HIPS na proporção 50/50 (% em massa) foram obtidas diretamente por injeção variando-se a velocidade de dosagem (50, 150 e 300 mm/s) e a granulometria do material moído (fina e grossa). Os corpos de prova obtidos foram caracterizados quanto às suas propriedades mecânicas (resistência à tração e resistência ao impacto). As diferenças obtidas nas propriedades mecânicas foram avaliadas através da análise de variância (Anova-fator duplo com repetição). Observou-se que a velocidade de dosagem e a granulometria do material não afetaram significativamente os valores de módulo de elasticidade aparente e deformação na ruptura das blendas obtidas. Já a granulometria mais fina resultou em blendas com uma maior resistência à tração e maior resistência ao impacto, não importando o valor da velocidade de dosagem utilizada durante o processo de injeção.

Aug 8, 2018

By Aperam South America

Balanço Energético Global e Utilidades - 2013

Jul 31, 2018

By Gisele R. Passalacqua, Aly Mohammad, Joanna Smith

The $13 billion John F. Kennedy (JFK) airport construction redevelopment program includes new terminals and buildings that are supported on piles to meet the airport expansion demand due to increased travel. This paper presents a case history for JFK airport with main focus on construction activities and lessons learned. Challenges include limited head room, presence of underground utilities, and hard driving. Video inspection of pile proved very beneficial. In general, soil conditions at JFK Airport consists of sandy fill followed by a 5-foot thick organic soft layer. Below the organic layer, glacial sands occasionally mixed with gravel were encountered for great depth with increases in density with depth. The tapertube pile is an ideal choice for foundations with high capacity achieved through skin friction along the taper section. The piles are easy to splice to accommodate low head room. Pile Driving Analyzers (PDA), and Static Compression Load Tests were performed. The results of these tests are presented in this paper to illustrate the high pile capacity achieved. More detailed discussion and analysis of the test results will be presented in another paper related to the same project. Lessons learned from this project are shared to help the engineering community with future design and construction of similar projects.

By Gerdau Ouro Branco

É apresentado o Balanço Energético Global da Gerdau Ouro Branco 2013, com os principais indicadores de consumo energético das áreas produtoras. Além dos indicadores energéticos globais, o balanço apresenta os consumos físicos específicos de cada insumo nas diversas áreas, permitindo a análise de cada setor da usina isoladamente. Destaca-se em 2013: -Início de operação da Laminação de Tiras a Quente. -Menor participação do Lingotamento Convencional. -Menor produção de aço bruto da usina em relação a 2012.

Jul 31, 2018

By Robert H. Peters

Are the safety rules in your work place effective? Do supervisors enforce them as they should? Do supervisors abide by these rules? Safety rules are an important aspect of many company safety programs, particularly if employees must work in an intrinsically hazardous environment such as a coal mine. However, for various reasons, supervisors sometimes fail to enforce safety rules (Arvey & Jones, 1985; Hartshorn, 1998). This paper presents some findings obtained from interviews with coal miners about why supervisors sometimes fail to enforce an important mine safety rule. It also contains a few suggestions addressing what could be done to help supervisors perform this job function more effectively.

By Marcello Rodrigues Cruz

O presente estudo objetivou avaliar as diferenças no processo de flotação entre as frações -0,150 +0,038 mm e -0,038 mm, bem como a redução de custo no processo de flotação. Verificou-se que as frações apresentam resultados bem distintos em recuperação mássica, recuperação metalúrgica, seletividade, razão de enriquecimento e teor de sílica no concentrado, condições ideais de adição de reagentes e qualidade final de concentrado e rejeito entre as frações e também se comparada a ao experimento controle, composto com a mesma amostra sem ser fracionada. Através dos testes executados segundo o planejamento fatorial, foram estabelecidos os pares de variáveis ótimas para a flotação para cada fração distinta e as possíveis otimizações utilizando-se a ferramenta estatística. Os resultados obtidos dos testes de bancada apontaram que a amostra composta e as frações separadas apresentam comportamentos distintos quanto às variações dos fatores dosagem de amina, dosagem de amido e pH de flotação e que os resultados do processo melhoram significativamente em relação ao processo sem o tratamento fracionado.

Aug 1, 2018

By Waddah Akili

This paper describes the steps taken in planning, developing, and executing a case study/ case history course in geotechnical/ foundation engineering at an international university. The paper sheds light on: how a “workable” format for the course was arrived at; the organization of the course; and the results of evaluating the effectiveness of this approach versus traditional lecturing. Problems and challenges that could arise when offering the course for the first time are also addressed. Embedded in this experience and its related protocols are: the emphases on engineering design and the practice, teamwork and leadership development, organizational management, and oral and written communication skills. The paper concludes by confirming that discussions, through an open forum, are judged to be superior to traditional lectures in improving critical thinking, cultivating desirable personal attributes, and acquiring problem-solving skills.

By S. J. Schatzel, P. W. Jeran, W. P. Diamond, F. E. McCall, F. Garcia, J. C. LaScola, T. P. Mucho

The National Institute for Occupational Safety and Health, Office for Mine Safety and Health Research, is investigating the geologic and mining factors influencing the migration of longwall gob gas. One goal of these studies is to optimize methane drainage strategies to reduce the volume of gob gas that reaches the underground workplace. As part of this research effort, longwall gob gas flow paths in a mine operating in the Pittsburgh Coalbed, PA, were investigated using SF6 tracer gas. Tracer gas released into the ventilation airflow underground generally stayed in the bleeder system and was vented at the associated bleeder fan shafts. Tracer gas injected into an inactive (intaking) gob gas venthole migrated to the two inby producing ventholes on the study panel, indicating that all three ventholes were in communication. The tracer gas that was injected into the gob generally stayed in the gob and only migrated to the ventilation system in response to the venthole on the study panel closest to the injection hole going off production. Tracer gas flow velocities in the longwall gob reservoir and factors influencing the production performance of gob gas ventholes in the study area are also discussed.

By Oliver Bowles

"A New Mica Company in China A report has been received from the American Consulate at Chungking, China, to the affect that a new company has been organized to operate a mica mine north of Ta-chien-lu, in the province of Ssu-Chuan. The company, which is entirely under Chinese management and control, has a working capital of $10,000. While comparatively new, the mine has been worked before, and apparently with some success. The mica is said to be of good quality. It is claimed that the deposit will supply a limited amount of mica that will cut in pieces a foot square or over, and larger quantities of smaller sizes. The chief difficulty is transportation, for it is reported that a ten days' journey, part of it over mountain trails, will be necessary to transport the mica from the mine to Yachow, the nearest practical waterway. It is probable, therefore, that the output of the mine will be limited.Necessity for Careful Trimming and Grading of MicaA recent report to the Department of Trade and Commerce, Ottawa, Canada, by Acting Trade Commissioner C. G. Venus, London, England, contains information which is of vital interest to mica producers in the United States. It is pointed out that mica exports from Canada to England show a gradual decline dur¬ing recent years, the figures being as follows: 1913- 1,383 cwt: 1914 - 1,225 cwt: 1915 - 1,864 cwt: 1S16 - 879 cwt: 1917 444 cwt: 1918 - 480 cwt. Shipments from India to England, on the other hand, show a steady increase from 40,178 cwt. in 1913 to 66,401 cwt, in 1918."

Jan 1, 1920

By Kelvin Lo, Erwin Oh, Darren Newel

The use of interface elements is widespread in most numerical methods to separate the structural elements from soil elements. It allows slipping and gapping or overlapping between the two media in contact with highly distinct deformability characteristics, such as piles and retaining walls. However, many existing analytical methods still assume no pile-soil slipping before failure in axially loaded piles. This paper attempts to compare the slipping and non-slipping analytical models by introducing an interface with a virtual thickness. Results show that both have different load-displacement characteristics when comparing to the measured data. The non-slipping model would result in a stiffer load-displacement curve if the same input stiffness parameters applied to both models. Different procedures to calibration the input stiffness parameters in slipping and non-slipping models are recommended.

By Ihab Allam PE, Meeok Kim. PE. Ph. D

The wet weather equalization basin (EB) planned for Pacifica, CA is a 45 feet deep rectangular shaped underground water tank containing over 2.1 million gallons of water, and located only 500 feet away from the Pacific Ocean. The location and size of the water tank, and the geotechnical characteristics of the selected site presented many engineering and construction challenges. The engineering had to consider a structural system which can fit into the limited area of the site and yet need to meet the storage volume requirement. In addition, the system construction should meet the city’s tight budget and schedule.