Search Documents

By Rodolfo Baca Chávez

Las operaciones de perforación y voladura de los depósitos de fierro en Marcona, requieren de cálculos que permitan generar diseños de perforación y voladura respectiva de un determinado banco. En este sentido, el presente texto señala a través de diversos ejemplos, el cálculo para determinar las mallas y las tablas respectivas que luego son utilizadas para un proyecto determinado y de acuerdo a esto, conocer la malla, tipo de material, explosivo a usarse, etc. Asimismo se presenta un programa de computación aplicable a dichos cálculos aplicados en la elaboración de tablas y perforación en los depósitos de dicha minería. Esta forma de elaboración es adaptable a cualquier variación, especialmente de costos.

Nov 20, 1978

By Deyve Drengson Carneiro Vieira

O objetivo desse trabalho é identificar a eficiência térmica do glendon de uma empresa do setor siderúrgico mineiro. Tendo em vista que quanto mais eficiente for o equipamento, maior é o aproveitamento da energia fornecida e também menor é o consumo de carvão vegetal no alto-forno, reduzindo o OPEX. Este trabalho foi um estudo de caso baseado na análise de diferentes referências bibliográficas e através de estudos prévios e dados reais. O glendon em estudo apresentou eficiência térmica de 53,1%. Estudos mais recentes apresentaram eficiência de 67,4% utilizando chicanas no interior do glendon alterando o fluxo gasoso. O combustível do glendon é o gás do topo do alto-forno recuperado. A energia proveniente da combustão representa 89% da entrada de energia no regenerador, o que mostra quão importante é uma queima estável do GAF no glendon. Observou-se um desperdício de 45,5% da energia de combustão que saem pelos gases na chaminé, sendo uma oportunidade futura de estudo para reaproveitamento dessa energia

Aug 17, 2017

By Miguel Lahr da Silva

Este estudo foca na análise do comportamento do módulo para cálculo da viscosidade de escórias fundidas do software FactSage 6.4. Foram utilizados dados da literatura e calculada a viscosidade de 972 escórias, no sistema CaO-SiO2-Al2O3-MgO, variando composição dentro da faixa de 2-58% de CaO, 7,4-70% de SiO2, 0-40% de Al2O3 e 0-38% de MgO, e temperatura na faixa de 1050-1750ºC. Foi encontrada uma tendência do software de produzir resultados com valores de viscosidades menores que os encontrados na literatura. O desvio médio entre os valores da literatura e calculados foi de 32,06%, segundo estudos da literatura é considerado adequado para viscosidades de escórias siderúrgicas fundidas.

Aug 16, 2017

By Moacir Andretti Sabino Mota

Os componentes da carga dos altos-fornos, que majoritariamente formam a escória final, consistem basicamente da ganga da carga metálica (minério, sínter, pelota), dos fundentes adicionados (quartzito, calcário, dolomita, etc) e da cinza do redutor (carvão vegetal ou coque). A estrutura da escória é formada por um conjunto de óxidos oriundos do processo de redução metálica e das impurezas da carga. As características de uma escória para uma máxima eficiência na operação do alto-forno devem ser: baixo ponto de fusão, fluidez e baixa viscosidade, tolerância, alta dessulfuração, remoção de álcalis. Com base nos argumentos destacados acima, tornou-se necessário o estudo de um método de cálculo eficiente para a viscosidade e da temperatura de liquidus da escória do AF2 da Vallourec Soluções Tubulares do Brasil - VSB.

Oct 30, 2017

By Marcelo Fernandes Mercier

A presença de inclusões nos aços está diretamente associada à sua limpidez, sendo que os diferentes tipos de inclusões não-metálicas podem prejudicar desde o processo de fabricação e conformação até as propriedades finais do aço exigidas para a sua aplicação. As inclusões se formam e se modificam ao longo do processo produtivo, e estão relacionadas principalmente às técnicas de refino secundário e lingotamento contínuo. Neste trabalho será desenvolvido um método de cálculo para a adição de CaSi em função do seu rendimento, nível de oxidação, composição química e temperatura do banho, objetivando atingir a “janela líquida” do aço. Espera-se que o cálculo da quantidade de CaSi a ser adicionada (atualmente utilizase uma taxa fixa) nos aços durante o processo de rinsagem, conduza, com mais segurança, a obtenção de inclusões líquidas e consequentemente uma melhor limpidez do produto.

Aug 8, 2018

By Gabriel Braga Regattieri Sampaio

Neste trabalho, determinou-se o calor latente de fusão da liga A356.0 através da Curva Zero, calculada pelo método Newtoniano de análise térmica linear. Para tanto, foram feitos experimentos com dois Copos de Análise Térmica (CAT) em moldes cerâmicos. Utilizou-se um sistema de aquisição de dados configurado para obtenção das curvas de resfriamento experimental (CR). Para o processamento matemático da curva de resfriamento e a determinação da Curva Zero Newtoniana (CZN) utilizou-se um programa comercial com planilha de cálculo. Obteve-se os valores de 321J/g e 345J/g para cada copo de análise térmica. Comparando com a bibliografia cujo valor do calor latente é 403J/g, a precisão foi de 82%.

Aug 16, 2017

By Lis Nunes Soares

A Vallourec Tubos do Brasil é uma siderúrgica integrada com produção de tubos de aço sem costura. A qualidade e o acabamento superficial dos tubos estão diretamente relacionados com o processo de laminação pelo qual eles passam. Um fator extremamente importante para um bom processo de laminação é uma boa lubrificação da peça de laminação, o mandril. Durante o processo de laminação, o mandril passa por várias etapas além da lubrificação, incluindo etapas de aquecimento e resfriamento, que se repetem em ciclos de laminação. Um dos principais parâmetros do processo de produção que influenciam a lubrificação do mandril é justamente o perfil térmico e a temperatura superficial do mesmo. O perfil térmico do mandril afeta a aderência do lubrificante em sua superfície. Visando a melhor compreensão do processo, esse trabalho tem como objetivo propor um modelo matemático em diferenças finitas que descreva a evolução do perfil térmico do mandril durante o processo de laminação de tubos sem costura. O mesmo modelo matemático é validado através de engenharia reversa. A proposta do modelo matemático é ser usado na análise de possíveis métodos de pré-aquecimento de mandris antes da lubrificação, diminuindo ou eliminando assim possível sucateamento de peças e paradas da linha de produção por esse motivo.

Jul 31, 2018

By Juan Ramírez L

El presente texto describe la aplicación del método de evaluación de volquetes en minería de cielo abierto, donde se considere las variables que influyen en la operación y la factiblidad del mísmo a posteriori. Para ello, se han desarrollado dos programas para calculadora HP-41CV, que dado su carácter voluble y poder de resolución, se adecúan a este tipo de trabajo. En este sentido, el cálculo del equipo de acarreo conlleva el cálculo del mineral a extraer, cálculo del stripping, proyección de avances, velocidades y ciclos y número de volquetes necesarios para movilizar el tonelaje proyectado.

Nov 8, 1984

By Jorge Olivari Ortega

El presente texto describe la relación de la expansión territorial del inca Cápac Yupanqui, último gobernante del Hurinsuyo con la explotación de los placeres auríferos en la zona de Huayllaripa (Apurímac). El gobierno del inca Cápac Yupanqui se caracterizó por el interés de la producción minera -en tanto estos minerales servían para ennoblecer el Coricancha, adoratorio construido especialmente para venerar al sol, dios tutelar de los incas. De otro lado, los mitimaes eran los migrantes que trabajaban la mina de oro a través del proceso de exploración, preparación y finalmente, de derribo del material aurífero. Para ello emplearon el método minero cochazo el cual consiste en almacenar grandes cantidades de agua (cocha) y precipitarla violentamente (lloclla), causando un fuerte derrumbe del material aurífero, que se depositará por gravedad en los canales de captación de las partículas de oro (toclla). Los placeres auríferos son la acumulación de fragmentos de piedras, arena, arcilla y de partículas de oro que provienen de la desintegración de vetas y mantos auríferos, y que por diversos agentes naturales como agua, nieve, viento y otros, han sido transportados, reunidos y concentrados en diferentes lugares.

Nov 1, 2015

By Nelson Rivera

Dado que la producción de oro en el Perú permaneció estática durante los últimos treinta años, se buscó una solución a través del empleo de una tecnología más eficiente. Por ello, el presente texto señala la revisión de la tecnología empleada en varias zonas de Brasil como el uso de dragas de cucharas y se aperturó de nuevos frentes de explotación aurífera en la zona selvática para incrementar las divisas que el país necesita.

Nov 1, 1985

By AIME AIME

DONALD K. CRAMPTON, present Chairman of the Institute of Metals Division, A.I.M..E., is well known by nonferrous metallurgists in all countries for his research work on the fabrication and properties of copper and its alloys including investigation of season- and stress- corrosion cracking. He is also well known, at least by many metallurgists in the United States for the proficiency with which be carries on his hobbies, in i:lrlditlg photography. gardening, and golf

Jan 1, 1941

By Alexandre Rodizio Bento

Os acidentes de trabalho estão cada vez mais presentes em indústrias de vários segmentos, inclusive no setor automotivo. Devido ao trabalho no chão de fábrica deste setor utilizar interferência humana em alguns processos e operações, onde o trabalhador compartilha o ambiente produtivo com máquinas automatizadas. Estas máquinas podem causar graves lesões temporárias ou permanentes no trabalhador, podendo chegar até a morte. Neste cenário, este trabalho apresenta um estudo da implantação da pirâmide de Heinrich como forma de informar e prevenir acidentes na indústria automotiva. É detalhado o processo de implantação da pirâmide na linha de produção. Esta implantação contribui na prevenção de acidentes, gera alertas de possíveis riscos, comportamentos inseguros e incidentes. Os resultados desta implementação acabam aumentando a segurança no ambiente de trabalho, reduz custo com acidentes dentro da indústria, que permite investir cada vez mais em métodos para prevenir e gerar um ambiente de trabalho livre de acidentes no setor automotivo.

Aug 8, 2018

By V. Ushakov, P. Bogdan

Daily production scheduling in a highly dynamic smelter environment has always been a great challenge for the operation management due to a significant amount of uncertainties. Planned and unexpected equipment failures, various energy outages, inaccuracies in flow and mass balancing, manpower availability conflicts and other constraints make the job of daily production planning exceptionally difficult. This paper discusses a general scheduling approach utilized by the production management of the Phelps Dodge Miami Smelter (the Smelter). It also describes logical assumptions and some practical software solutions that have been exploited by the Smelter managers to assist the front line supervisors in dealing with daily planning activities for several years.

Jan 1, 2007

By AIME AIME

ONE hundred and eighty-three A.I.M.E. members, W. S. Morris with an excellent technical program, John Suman, "oil" President of the Institute, and a Texas norther blew into Dallas for the fall meeting of the Petroleum Division at the Adolphus Hotel, Oct. 16-18. and the most successful result will give future meeting committees a high mark to equal. People were still talking of the terrific heat the week before and it was quite noticeable that with the lowered temperatures, the members were in fine fettle for the technical sessions. The total attendance on Friday noon was

Jan 1, 1941

By Robert Cameron, Colin Ashton, John MacNeil, Leo Piciacchia

"The in pit dam construction and utilities relocation, known as the East Mine Corridor Relocation (EMCR) project, was developed to extend the life of the east side of the Base Mine pit by two veal's. This will result in the recovery of an additional 80 million barrels of oil and delay expenditures associated with the opening of the North Mine by two years. To accomplish this, a large in pit earth structure was required to provide a new embankment foundation for relocating a public highway, four powerlines, a natural gas back-up pipeline, a substation, and a conveyor train. This structure would also he required as a temporary dam 10 contain mature fine tails on the west side until mining is completed in the east mine corridor area, that will then be filled with fluid.The in pit dam, known as The Highway Berm, is 2.5 km long, 63 m high and has 42 million m3 of engineered soil added to the already existing end-dumped soil volumes. To complete the design and construction of a structure of this magnitude, in the very short time frame of two-and-a-half years, presented many new challenges. The main challenges faced were: designing while construction was ongoing; designing without the use of clay cores or sand filters; using relatively non-select overburden material; proper dewatering and base preparation; changing from construction of 50 m high spoil piles to a high specification construction operation; compacting lifts with heavy haulers; constructing during the winter; and monitoring movement of the structure with satellites."

Jan 1, 1995

By M. Nakamura, T. Akamatsu

Embankment dams are often constructed on soft rock foundations in Japan, so it is important to precisely predict deformation of the foundations due to fill placement at the design stage. In order to accurately evaluate the settlement and the strain of the rock foundation surface during construction, the influence of the scattering of the deformability of foundations on the deformation behaviour should be investigated. In this paper, a method of evaluating the settlement and the strain of the rock foundation surface during construction was studied with stochastic deformation analysis considering the scattering of the deformability of the dam foundation. Based on the analytical results, a dam foundation design using the deterministic method considering the scattering of its deformability was discussed. Da in Japan Uferdämme of auf weichen Felsfundamenten gebaut werden, ist es wichtig, die Verformung der Fundamente auf Grund der Platzierung der Aufschüttungen bereits in der Planungsphase genau vorherzusagen. Im Zusammenhang mit einer genauen Beurteilung der Senkung sowie der Belastung der Felsfundamentoberfläche während der Bauarbeiten sollte auch der Einfluss der Streuung der Verformbarkeit der Fundamente auf das Verformverhalten untersucht werden. In der vorliegenden Studie wurde die Bewertungsmethode zur der Senkung sowie der Belastung der Felsfundamentoberfläche während der Bauarbeiten mit Hilfe von Wahrscheinlichkeitsanalysen der Verformung unter besonderer Berücksichtigung der Streuung der Verformbarkeit der Dammfundamente untersucht. An Hand dieser analystischen Ergebnisse wurde das Design der Dammfundamente dann enthusiastisch mittels deterministischer Methoden hinsichtlich der Streuung der Verformbarkeit diskutiert. Comme les barrages en remblai sont souvent construits sur des fondations rocheuses tendres au Japon, il est essentiel de prévoir précisément les déformations des fondations causées par la mise en place du remblayage durant la phase de conception. Afin d’évaluer avec exactitude le tassement et la déformation de la surface du rocher de fondation durant la construction, l’effet de la dispersion de la déformabilité des fondations sur le comportement de déformation doit être étudié. Dans cette étude, l’auteur a étudié la méthode d’évaluation du tassement et de la déformation de la surface du rocher de fondation durant la construction en procédant à une analyse aléatoire/stochastique de la déformation et en prenant en considération la dispersion de la déformation des fondations du barrage. En se basant sur les résultats de l’analyse, la conception des fondations de barrage avec la méthode déterministe considérant la dispersion de sa déformabilité a été activement discutée.

Jan 1, 2003

By David W. Martel, Tom George

"As part of the regional water authority review and upgrade of local dams a 35m x 5m x 3m wet soil mixed block was required for stabilisation of a dam wall toe in remote Victoria, Australia. Remote access, extremely poor roads and high mobilisation costs made more traditional CSM and deep mixing methods cost prohibitive. The dam required a redesign to raise the wall by 2.0m to increase water storage. Additionally, the dam required additional stabilisation to reduce the risk of liquefaction during an earthquake event. Soil testing indicated loose, cohesionless, high permeability soils to a depth of 3.0 to 3.5m across the toe of the wall. This resulted in high dam seepage through the toe of dam wall potentially causing the factor of safety during a seismic event to decrease to a dangerous level. A number of laboratory trials were completed to determine the mix ratio of cement required to improve the strength of the saturated, liquefiable soil.Wagstaff Piling was responsible for achieving the required soil/cement strength and mix depth on site. As the ground conditions were too soft for conventional soil mixing equipment, an excavator mounted Mitsui road header was modified to fit a 20 tonne excavator. A purpose built remote batching plant was set up on more stable ground approximately 200m from the wall and utilised for preparation of cement and water slurry for supply to the machine. As the ground was too soft to support the excavator, the progressively improved ground was used as the working platform. Both wet grab sampling and in situ testing was undertaken to determine the UCS of the improved soil. These results indicated several variations in the results due to size effects.1 INTRODUCTIONA small town in remote Victoria relies totally on its water supply from a small dam. The dam wall required stabilisation works by ground improvement as studies completed on the dam classified it as a high risk of failure under an earthquake event. In addition, the earth fill dam had high levels of seepage and poor control measures, requiring the dam to be upgraded to comply with all regulations.The relevant water authority engaged a contractor under a design and construct contract to complete the works. Wagstaff Piling was engaged as the Subcontractor to provide design and construction advice including the contract for the ground improvement works. Initial discussions involved CSM walls, cut-off walls and mass soil mixing solutions. However, due to the access restrictions for piling equipment, mass soiling mixing was the chosen method of ground improvement."

Jan 1, 2015

By Zhengdong Liu, Kaizhong Zhang, Zhaonan Jiang, Yuanping Cheng, Biao Hu, Qingquan Liu, Ranpeng Wang

"Major coal mining areas in eastern China have entered into the deep mining state. Gas pre-drainage, which has been successful at shallower depths, is not suitable at greater depths because of complex conditions. Coal permeability, which is closely related to the damage behavior of coal, is the most important parameter in determining gas migration and gas drainage in a coal seam. To achieve an optimal gas drainage design in a deep mining state, the damage and permeability evolutions of coal should be further studied. The progressive failure process of coal has been analyzed by conducting a series of triaxial loading and unloading tests. The development of coal fractures has been successfully quantified, and the corresponding characteristic stress points have been obtained by using Martin’s fracture model and the stress-strain curve. Coal will produce plastic deformation, and its permeability will rapidly increase when the stress level reaches damage expansion stress. INTRODUCTION Coal mine methane (CMM) is a general term for all methane released during and after mining operations. CMM is both a potentially valuable energy and a serious hazard in active coal mines. Degassing coal seams is important for mitigating this hazard and results in the beneficial recovery of a cleanburning, low-carbon fuel resource (Karacan, Ruiz, Cotè, and Phipps, 2011). The permeability of coal is a key parameter in determining CMM production, coalbed methane (CBM) production, CO2-enhanced coalbed methane (CO2-ECBM) production, and CO2 storage in coal seam reservoirs (Connell, Lu, and Pan, 2010; Chen et al., 2011; Perera, Ranjith, and Choi, 2013). Significant research has been condcuted to the study of the evolution of coal permeability. These studies revealed that coal permeability evolution is controlled by the competing influences of effective stress and sorption-induced coal deformation. Chen et al. (2011) investigated the influence of an effective stress coefficient and sorption-induced strain on the evolution of coal permeability. Robertson and his team (Robertson, 2005; Robertson and Christiansen, 2005) measured sorption-induced matrix strain and permeability changes with regard to CO2, CH4, and N2. They found that the compressibility is not constant in a natural coal sample. Karacan (2007) conducted a series of experimental tests to study the swelling-induced volumetric strains internal to a stressed coal associated with CO2 sorption. Liu et al. (2016) investigated the effects of matrix swelling area propagation on the permeability evolution by using both natural and reconstituted samples. Many coal permeability models have been developed to describe the permeability evolution under uniaxial loading, biaxial strain, hydrostatic confining pressure, triaxial strain, and triaxial stress. Recently, some analytical permeability models have been developed to describe the anisotropic permeability behavior (Palmer, 2009; Pan and Connell, 2011; Robertson and Christiansen, 2005; Wang, Zang, Wang, and Zhou, 2014; Chen, Pan, Liu, and Connell, 2012)."

Jan 1, 2017

By W. C. Zhu, C. H. Wei, L. L. Niu

With an increase of mining depth, a series of mining-induced hazards such as rockburst, coal and gas outburst, roof collapse, and water burst are getting more serious and more frequent. The intrinsic mechanism responsible for the occurrence of mining-induced hazards is the damage and unstable failure of rockmass or coal seam. The most distinct difference between deep and shallow levels is the so-called three ‘high’ (H3) conditions, i.e. high geo-stress, high fluid pressure and high geo-temperature. Therefore, the response of rock or coal to the deep mining operation is a phenomenon involving thermal (T), hydraulic (H), and mechanical (M) processes. Most importantly, mining excavation may vary the rock stress condition greatly, which may be a key factor to trigger the mining-induced hazards such as rockburst. In this regard, it is of great significance to clarify the damage and failure mechanism of rock and coal under coupled THM conditions, in order to clarify the rock failure mechanism responsible for the occurrence of mining-induced hazards. Thereafter, the mining-induced hazards cannot be predicted with confidence by considering each process independently. Of course, the requirement to include coupling of these processes depends on the specifics of the mining-induced hazards under consideration. For example, the water inrush is considered as a coupled hydro-mechanical (HM) process, in which the unstable failure of rockmass occurs under the combined contribution of geo-stress and water pressure. As for the coal mining at depth, in addition to high geo-stress and gas pressure in coal seam, the high geo-thermal condition that may greatly change the adsorption / desorption of gas and gas flow should be taken into account. Firstly, a general-purpose mathematical model for rock damage and failure process under coupled THM conditions is formulated based on damage mechanics principle, and it is solved by finite element method (FEM). In this model, the deformation and damage of rock, fluid flow and thermal transfer in rock would interact with each other, one process affects and initiation and progress of another. Then, the model is used to predict the mining-induced water outburst, where it is simulated as coupled hydro-mechanical (HM) problems. Based on the numerical simulation, the dimension of water-proof pillar is designed. Finally, the gas drainage from deep coal seam is numerically evaluated, where the coupled coal-gas interaction considering the effect of gas adsorption/desorption, gas flow in coal seam and geo-stress and geotemperature, is comprehensively taken into account. The proposed model could be used for clarifying the mechanism of mining-induced hazards in deep-level mining.

Jan 1, 2015

By David R. Ziegler

The concept and facts concerning "threshold blast damage" are not considered "general knowledge". Perhaps because of a lack of knowledge, understanding, and experience of blasting effects, property owners and lay-persons may attribute a wide range of common cosmetic conditions to "blasting damage".

Jan 1, 1997