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By Samuel Lasky

FAULTING at Kennecott, with its attendant fracturing, is unusual, complex, and important. As study. and knowledge of the various fault systems have progressed, appreciation of that importance has helped in the selection of proper horizons for exploration and in the avoidance of useless crosscutting and drifting. During the study of this faulting and fracturing, a suggestion concerning the formation of the ore-bearing fissures occurred to me. Further study in the available portions of the approximately 45 miles of workings in the Kennecott mines for the purpose of checking up the the suggestion led to the hypothesis which this paper will attempt to present. Briefly, the hypothesis may be stated as follows: The formation of transverse faults that stop against a main, system is connected with changes in the strike or dip of the main fault, and such cross faults or fractures lie in the moving block of the main fault system and indicate a change in strike or dip of the main fault. It has been found that each kind of change tends to produce definite effects and that careful study of the evidence can often suggest the exact type of change.

Jan 1, 1928

By James Howard

ON Aug. 25, 1911, a rail failed on the Lehigh Valley Railroad, causing a disastrous wreck. The surface of the fracture was in a plane at right angles to the length of the rail. There was a dark-colored, oval spot on this surface, located on the gage side of the head, representing the part of the rail which was the first to fracture. The nucleus of this spot showed that the fracture had an interior origin. Other fractures of this kind, the peripheries of which had not reached the surface of-the rail, presented surfaces having a silvery luster. The darkened surface of the present fracture was caused, doubtless, by the air having had access to it. This fracture was recognized as a fatigue fracture, of a modified type, its interior origin having been due to a component in the rail which is not usually present in cases of fatigue fractures. The metal next the running surface of the head of the rail was in a state of internal compression, this being the component not commonly met with in other cases, and which caused the fracture to have its interior origin. For the purpose of giving this modified type of fatigue fracture a specific name, for identification, the term "transverse fissure" was applied. No mystery was thought to attach to its formation, or to its development. The explanation of its occurrence was obvious in the light of common knowledge upon the behavior of steel under repeated alternate stresses. By reason of the state of internal compression at the running surface, the maximum tensile stresses in the head, under bending loads, were along an interior element. Here the tensile strains were higher than in the fibers more remote from .the neutral axis. Under such conditions the fracture of the rail would be expected to have an' interior origin. A discussion of the subject of transverse fissures essentially becomes a discussion of fatigue fractures, since they are identical. The descriptive term employed, merely for the identification of this type of fatigue fracture, had the appearance of creating alarm. Apprehensions arose that a new phenomenon in the physical properties of steel had presented itself, the explanation of which was sought in every

Jan 11, 1917

H. D. HIBBARD, Plainfield, N. J. (written discussion *).-While this valuable and timely paper may not go to the root of the matter, it deals with many of the elements and factors involved. It might be taken as the engineer's solution of the case, starting with the assumption that steel is steel, while the tendency for a rail to have transverse fissures may, and probably does, depend, in part at least, on conditions met before it reaches the track. Admitting with the author that "brittleness of fracture in all grades of steel is characteristic of fatigue tests" we may yet look farther back to find out, if possible, why some rails and some steels are more prone to have transverse fissures than others, for it has been found that rails from certain heats of steel developed these fissures under a service which

Jan 3, 1918

C. W. GENNET, JR.,* Chicago, 111. (written discussion?).-Since the Lehigh Valley accident, transverse fissures have become a source of constant anxiety to railroad officials, because such defects, only infrequently detected by the trackmen, may appear under a moving train entirely without warning. The number of actual accidents resulting from rails containing fissures is no doubt a small proportion of the total, but the serious losses that have been directly attributable to fissures, coupled with the continual possibility of repetition, creates an alarming situation which demands a full investigation of the cause of fissures; apart from other types of rail failures. Mr. Howard's position gives him a field for action and an opportunity for laboratory examination and research that are unsurpassed, and the results. of his investigations must be received with the utmost attention and respect. His admirable paper, summarizing his previously published studies and analyses of the transverse fissure problem, constitutes a convincing treatment of the subject chiefly from the standpoint of stress and strain to which rails are subjected. The intricacies of the problem are so great that seemingly any theory advanced for the cause of fissures may be attacked from some angle; and although Mr. Howard's deductions are logical in the direction followed, it is apparently necessary for considerable work to be done along other lines before his theories can be fully accepted. It is generally conceded that fissures, whether fundamentally clue to fatigue or something else, are of a progressive character, their ultimate size' being the result of growth from an originating nucleus or point of rupture. Abundant proof of this lies in the variable sizes of the fissures found, and there can be no doubt that their development or growth is the result of the strains to which rails are subjected in the track. Obviously, therefore, the most important factor in investigating the cause for fissures lies in determining the conditions that exist at the point or

Jan 4, 1918

By Ehab S. Shatnawi

It is common in practice to design laterally loaded rock-socketed drilled shafts using the p-y curve methods. However, the existing p-y curve criteria for rock were derived either semi-empirically or based on the assumption that the rock is an elastic isotropic continuum. The assumption of isotropy may be invalid for rocks with intrinsic anisotropy or for rocks with joints and bedding planes. Therefore, there is a need to develop a new p-y curve criterion to take into account the effects of rock anisotropy on the response of laterally loaded shafts. This paper presents a method for estimating the initial tangent Ki to the p-y curve for rock that can be characterized as transversely isotropic elastic continuum. Examples of transversely isotropic rock formation can be seen in most sedimentary rock where dominant bedding planes exist. The knowledge of the initial tangent to p-y curve is important, because it controls to a large extent the predicted deflection of laterally loaded drilled shaft in rock. The 3-D finite element parametric study results of a laterally loaded drilled shafts socketed in transversely isotropic continuum are employed to develop a series of design charts for estimating Ki as a function of transversely isotropic elastic constants.

Jan 1, 2007

By M. Afsari Nejad

A Transversely Elasto-Plastic Model was configured in FLAC (Fact Lagrangian Analysis of Continua) as a more realistic simulation of stratified and inclined strata behaviour examining surface subsidence above the inclined longwall panels (I ). The failure criterion employed was a modified Mohr-Coulomb failure criterion that assumed a variable cohesion, which changed with respect to the orientation of the plane of anisotropy . Using the proposed numerical modelling technique several longwall panels with different configurations were simulated. The results of both surface subsidence and horizontal displacements were validated against UK data using the Subsidence Engineer's Handbook (S.E.H) subsidence prediction method and the Influence Function Method (2). It was found from the research that the incite properties as well as laboratory to field reduction factors arc depth dependent. A set of relationships for calculation of anicotropic stiffness and strength parameters have been derived. The proposed modelling approach has been successfully applied to surface subsidence prediction for 3 collieries in the UK allowing the results of the simulation to he validated directly against measured data.

Jan 1, 1998

By W. A. Haley

Wheel loaders became important bulk materials handling tools in the early fifties. As they grew in stature, productivity, reliability, and acceptance, the demand for larger, more rugged machines evolved. In the early sixties, the introduction of a 6-yard model by a major equipment manufacturer led quickly to widespread experimenting and rapid worldwide acceptance in loading blasted rock in stone quarries and smaller metal mines. As the wheel loaders grew in popularity for shot rock loading, larger models, 12- to 15-yard size were developed and saw widespread use by 1970. In the past 20 years, at most quarries and small to medium size mines, most cable operated power shovels have been replaced by large wheel loaders and more recently, hydraulic excavators as the primary loading tool. Wheel loaders larger than the 15-yard class are not used widely. Until about 1970, very few overburden haulage trucks were used in domestic coal mines. About that time, many states started enforcing stringent mine relcamation regulations and in 1977, even more stringent federal legislation was passed. These controls brought about drastic changes in coal surface mining methods in the mountainous areas of Appalachia, in smaller midwestern mines and in the large mines of the western states. Basically, simple material casting methods were replaced at most eastern mines by "haul-back" and "mountain top mining" methods using controlled placement of overburden as it is removed from the coal. These methods dictated much more extensive use of loaders/ shovels and trucks to the point that most coal mining in those areas is now by loader/shovel trucks methods. And those areas have become the home of the country's largest population of large wheel loaders and trucks in the 35- to 85-ton size class with a trend to even larger trucks and shovels. To maintain equal production or provide for growth, the new methods have caused a sharp increase in machine intensity to the extent that at some mines, up to three times as many machines were required to mine a million tons of coal in the late seventies as compared to the machine needs in the sixties. Mining costs and coal prices also took a big jump in the mid-seventies, paralleling the drastic price increases in oil and other forms of energy.

Jan 1, 1984

By Shimi Tzobery, John E. Shamma, Samuel Swartz, Gary B. Hemphill

The trapezoidal tapered ring method has made significant progress in recent years for shielded-TBM projects, excavating tunnels with high overburden, strict water tightness criteria, and multiple curve alignments. The selection of compatible tapered rings is critical for successful advancement of the tunnel, assuring efficient installation of rings, as well as prevention of ring damage and excessive leakage. Using experience from the Arrowhead Tunnels Project, this paper describes guidelines for ring selection in tunnel curves, geometric analyses that comply with criteria principals, and provides techniques developed to determine the appropriate relative key position.

Jan 1, 2005

By Thais Pereira Dias Gusmão, Sebastião Ribeiro, Fábio de Araujo

Estudo de viabilidade técnico-comercial de remediação de lagoa eutrofizada por cianobactérias e algas, reuso em sistema de Utildiades e melhoria operacional atravpes de controles analiticos e fisico-quimicos.

Aug 1, 2019

By Iara Janaína Fernandes

A casca de arroz é um resíduo amplamente gerado no mundo, é o principal subproduto do beneficiamento do arroz, e tem sido utilizada como biomassa para geração de energia, o que reduz o impacto ambiental causado pela destinação. No entanto, gera outro resíduo, a cinza de casca de arroz (CCA). A CCA é composta basicamente por sílica e carbono. Sendo os elementos traço mais comumente encontrados o sódio, potássio, cálcio, magnésio, ferro, cobre, manganês e zinco. Pelo elevado teor de sílica, é um resíduo com potencial para ser transformado em coproduto para diversas indústrias, porém, dependendo da aplicação pode ser necessária maior pureza. Assim, diversos estudos utilizaram a lixiviação ácida para reduzir o teor de contaminantes ou melhorar propriedades da CCA. Neste sentido, este trabalho teve como objetivo avaliar o beneficiamento de uma CCA residual através do processo de lixiviação ácida. Para isso, foram utilizados diferentes ácidos/concentrações, relações CCA/ácido e tempos de contato. Após estes testes utilizou-se análise elementar por FRX para caracterização química. Os resultados mostraram que o ataque ácido foi efetivo na redução ou eliminação de Fe2O3, K2O, CaO, P2O5 e ZnO para todos os ácidos e concentrações testadas. Sendo que as diferentes concentrações não afetaram a eficiência de remoção.

Aug 16, 2017

By Cristiane Lazzaro Barbosa

Visando a melhoria contínua no atendimento a seus Clientes, além de garantir a confiabilidade e rastreabilidade do processo de tratamento das manifestações de seus clientes e dos sinistros ocorridos com os produtos adquiridos, a ArcelorMittal Brasil Planos investe na atualização do sistema que suporta este processo e na convergência para o SAP. O Projeto, denominado QM Comercial, utilizou os módulos QM, DMS, SD e WF do SAP ECC para implementar a solução de registro, documentação, elaboração do parecer com a análise de várias áreas/unidades da empresa e a orquestração das atividades dos processos comerciais/financeiros de conclusão da reclamação/sinistro. Todas as etapas com rastreabilidade e controle de tempo de resposta das áreas envolvidas.

Aug 16, 2017

By Elena Kalinin Toss

Inúmeras indústrias necessitam de sistemas de tratamento de água que favoreçam o processo de descarte de seus efluentes, além do aproveitamento do reuso de água. A mineração e siderurgia podem apresentar rejeitos com metais, que necessitam de tratamentos econômicos e sustentáveis. A biossorção é um exemplo de técnica que vem ganhando interesse em diversas áreas da pesquisa. O objetivo do estudo foi avaliar a porcentagem de remoção de íons de níquel de uma solução monoelementar de cloreto de níquel II (NiCl2+) em pH 2, 4 e 6. Para isso, utilizou-se um sistema de batelada, e 1g de consórcio bacteriano liofilizado (sem ser autoclavado) isolado de amostra de terra. Os resultados indicaram que a eficiência da biossorção foi maior para o pH 6, e que o consórcio bacteriano foi eficiente na remoção de íons de Ni2+.

Oct 30, 2017

By Jayna Kátia Dionisio dos Santos

Os materiais compósitos tornaram-se ao longo dos últimos anos, essenciais ao surgimento de novas tecnologias. Para tanto, é imprescindível que alguns cuidados sejam considerados ao desenvolver estes materiais, como o uso do processo de fabricação adequado e a aderência fibra/matriz, sendo este último um fator preponderante na resistência mecânica final do produto. Também se torna cada vez mais necessário o desenvolvimento de materiais com capacidade de utilização ecologicamente correta. Diante disso, foi fabricado um compósito parcialmente ecológico, utilizando como reforço um tecido de sisal, e como matriz resina poliéster. Ainda, buscando a melhoria da aderência fibra/matriz foi efetuado um tratamento com Hidróxido de sódio (NaOH) a uma concentração de 3% no reforço de sisal. Para a caracterização mecânica do compósito, foram realizados ensaios de tração uniaxial nas fibras tratadas e não tratadas, bem como nas lâminas que utilizaram estas fibras como reforço, mediante a norma ASTM 3039. Quanto a esta propriedade mecânica, foi observado que o tratamento químico superficial diminui expressivamente a resistência à tração da fibra e, em contrapartida, aumentou a resistência do compósito polimérico quando comparado ao que utilizou fibra não tratada, confirmando assim o efeito positivo do tratamento na superfície do reforço de fibra natural.

Aug 8, 2018

By Saulo Brinco Diniz

O presente trabalho buscou explorar a influência de um tratamento térmico de ressolubilização, realizados com distintos tempos (70, 80 e 90 minutos) a uma temperatura de 510ºC, na microestrutura e na dureza de uma liga de alumínio 7475- T7351. Para verificar a influência destes tratamentos térmicos foram utilizados um durômetro (fabricante EMCOTEST, modelo Duravision 300) e um microscópio óptico (Olympus, modelo GX51). Após os resultados obtidos, pode-se evidenciar que a liga de alumínio em estudo sofre um envelhecimento natural (a temperatura ambiente), e dentre os tempos de encharque estudados, 70 minutos é o tempo que possivelmente obtém-se a maior ressolubilização dos precipitados.

Aug 17, 2017

By Ivan Kwei Liu Kam

O presente trabalho propõe a carbonetação a laser de ferro puro para a formação de uma camada endurecida na superfície. A formação de uma camada dura permite obter peças com melhores propriedades tribológicas, mas sem alterar as propriedades volumétricas do sólido. Foram realizados experimentos em quatro condições de tratamento a laser, com uso de uma fonte do tipo fibra de Yb:vidro. Análises microestruturais e de dureza mostraram a formação de camada ledeburítica e martensítica, dependendo das condições experimentais, até cerca de 50 µm de profundidade. Análises por calorimetria permitiram, também, verificar que a absortividade do laser na peça variou entre 30 e 46%. Estes resultados mostram que o uso de laser para a carbonetação de peças ferrosas, com a metodologia proposta, permite um alto rendimento, alta dureza da superfície e baixo aporte térmico ao material.

Aug 7, 2018

By Keli Vanessa Salvador Damin

Este trabalho apresenta uma nova abordagem sobre o emprego sequencial dos tratamentos termoquímicos de superfície utilizando a tecnologia de plasma. No trabalho são avaliados tratamentos de superfície, individuais e sequenciais, de nitretação/cementação. Os tratamentos foram realizados no campo ferrítico com o objetivo de manter as tolerâncias dimensionais. Amostras de aços AISI 1005 foram tratadas em descarga luminescente anormal sendo realizados ciclos únicos de cementação e nitretação e também ciclos conjuntos de nitretação + cementação. Todos os tratamentos foram realizados a 500°C com um tempo de patamar de 3 horas para cada tratamento. A composição da mistura gasosa variou de acordo com o tratamento: nitretação - 5%N2 + 95%H2 ou 3%N2 + 97%H2; cementação - 5%CH4 + 95%H2. A caracterização microestrutural das amostras foi realizada por microscopia óptica e MEV além de difração de raios-X. Análises de microdureza também foram realizadas. As analises de raios-X mostraram que ocorre a estabilização de uma camada de cementita nos tratamentos de cementação. Nas amostras nitretadas em atmosfera contendo 5% de N2 foi observada a presença de camada de compostos. Já em atmosferas contendo 3% de N2 não houve a formação da camada de compostos. A maior profundidade de endurecimento foi obtida para a amostra nitretada + cementada.

Aug 16, 2017

By Cristian Márquez, Luiz A. Teixeira

En este trabajo se estudia el concepto de tratamiento oxidativo de los efluentes de flotación con el fin de remover los contaminantes y recuperar agua para reúso. La estrategia del tratamiento consiste en la oxidación de las especies cianuradas, sulfuros y/o colectores con el fin de remover los reactivos de flotación y los productos activos de la descomposición de materiales orgánicos. De esta manera, se liberan los cationes metálicos disueltos para poder ser precipitados como óxidos e hidróxidos a un rango de pH entre 8 y 9. El ensayo contiene un “caso de estudio” del tratamiento de los efluentes de una planta real en operación.

Jun 30, 2019

By Julio Cesar Tremolada

Los Wetlands pueden efectivamente remover grandes cantidades de contaminantes incluyendo materia orgánica, sólidos en suspensión, metales pesados y exceso de nutrientes. Sedimentación, filtración natural y otros procesos, participan activamente en la limpieza de las aguas ácidas que presentan muchos contaminantes. Reacciones químicas y de descomposición biológica generan ruptura y transformación de sustancias complejas a sustancias simples. Plantas acuáticas remueven nutrientes a través de procesos de absorción, asimilación y produciendo biomasa.

Sep 1, 2017

By Jonathan Bishop, Jacob Croall, Wilder Sánchez

El presente trabajo logra demostrar que los efluentes ácidos mineros se pueden tratar directamente a través de membranas de Osmosis Inversa (OI), logrando cumplir con los más altos estándares de calidad de agua tanto Nacionales como Internacionales. Este es un uso Innovador de la tecnología de membranas para el tratamiento de aguas acidas de minería.

Sep 29, 2023

By Angel Benjamín

En Minera Coimolache se generan 720 m3 anuales de residuos semisólidos (grasas) en las trampas posteriores al alcantarillado de los comedores, los cuales al carecer de tratamientos de depuración estos eran trasladados por una empresa prestadora de servicios de residuos. Por el contrario en la actualidad se viene utilizando la microbiología enzimática y micronutrientes naturales que alimentan, fortalecen y potencian las bacterias que existen y crecen en la grasa acelerando el proceso de biodegradación como primera fase para reducir la grasa en un 70%.

Sep 1, 2017