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During the extensive research which has been conducted in the Metallurgy Department of the University of Melbourne, into the properties of lead and its dilute alloys, the Brinell test has been used for the determination of hardness.The work described herein represents part of an investigation into the influence of various factors on such determinations, particularly when carried out on different qualities of "pure" lead. It is intended to publish the more theoretical and controversial aspects of this research elsewhere.MATERIALS USED AND THEIR PREPARATION FOR TESTINGThe tests to be reported have been conducted on a specially pure electrolytic lead, and several brands of commercially "pure" lead. The analyses of the samples upon which most of the work has been carried out are given in Table 1.Note: Oxygen was not determined, but from the work of H. W. Worner, in the Rosenhain Memorial Laboratory, it appears probable that it was approximately 0-0003% in all samples.

Jan 1, 1940

By Maral Papazian Bedian

Construction contracts in the USA contain the clause "Value Engineering" ? an interesting and curious clause allowing contractor initiated design changes. Misleading is the interpretation of value engineering implying cost saving and sharing with the owner, and curious is the timing, just before beginning of actual construction. It is not surprising that such a clause would simply be ignored, because it involves change, often major design changes in very short time; and change is feared, moreover, it is vehemently resisted by all parties, owner, designer, contractor. The problem in the USA may lie in the divergence and separation of the two entities: Designer/Engineer and Builder/Contractor, assigned to the "one" engineering project. The priorities and incentives of these two groups are very different. The Engineer spends years, even decades, in design and prepares contract drawings often without a deep understanding of construction methods. Worse, with all the time available to him and in our era of tremendous advances in computational methods and speed, the designer turns in plans that are inexcusably exaggerated code-based design with excessive safety factors. As to the Contractor, he builds, often without appreciation of design principles or regard for design engineers. Redesign to apply a new technology or optimization of an inferior design just before construction becomes unthinkable. It is not surprising that adverse and hostile relationship between the designer and the contractor is a norm with extended disputes and claims, not to mention the cost these entail. Surprisingly, "Value Engineering" was successfully implemented in record speed on several very large projects in the metropolitan New York area. The process of change was unconventional, painful, and even comical. Four case studies are presented: two Design/Build: the 1.2 billion dollars Hudson-Bergen Light Rail Transit System in New Jersey and the 90 million dollars MTA Bus Depot in Manhattan, and two Conventional Design/Bid/Build: the 90 million dollars Queens Boulevard Bridge and the 150 million dollars Long Island Expressway.

Jan 1, 2002

By Foluke Salgado de Assis

Este trabalho visa apresentar os resultados obtidos através de ensaios balísticos realizados em sistemas de blindagem multicamada. Seguindo as especificações da norma americana NIJ 0101.06, foram realizados ensaios utilizando munição de calibre 7,62x 51 mm, que possui velocidade acima de 800 m/s. A blindagem multicamada utilizada possui como camada frontal uma pastilha hexagonal cerâmica (alumina dopada com 4% de nióbia), segunda camada de compósito de matriz poliéster reforçada com tecido de juta e como terceira camada uma placa de alumino 5052 H34. A utilização de compósitos poliméricos reforçados com fibras naturais em substituição às fibras de aramida é de grande interesse, pois além de desempenharem a mesma função no sistema de blindagem, possuem um valor de mercado bem menor. Os resultados de profundidade de indentação na plastilina foram satisfatórios visto que atenderam a norma NIJ 0101.06 e utilizando a técnica de microscopia eletrônica de varredura, verificou-se que o compósito poliéster-juta capturou os fragmentos através do mecanismo de incrustação mecânica.

Aug 17, 2017

By Rómulo Mucho

El texto plantea los diversos procesos relacionados con la ejecución de los proyectos de perforación y voladura de rocas. Dado que los requerimientos de prevención de riesgos son "sensibles" desde la perspectiva de seguridad y medio ambiente, es necesario que se realize un planeamiento para minimizar los riesgos a los cuales un contratista está sujeto al momento de realizar trabajos de perforación y voladura en construcción. El planeamiento consiste en organizar los procesos de tal forma que se reduzcan los riesgos. Las actividades que comprende el planeamiento son: análisis matemático y cualitativo, simulación, análisis de precio unitario, calidad, análisis de riesgos, ejecución, análisis de resultados.

Jun 1, 2012

The Aredor mine employs conventional dragline methods to exploit alluvial diamond deposits. Production began in 1984 with the policy of mining in the terrraces during the wet season and in the river flats during the dry season. Early production failed to meet predicted grades. A major geological programme to re-evaluate existing reserves was undertaken. This resulted in considerable increases in reserves in the river flats. Many of the reserve blocks included flats on both banks of the Baoule river. Methods of access into the river flats, normally flooded in the wet season, were developed to allow mining throughout the year. River diversions have been the main method used to provide access into the reserve blocks and, most importantly, to remove the risk of flooding. Aredor has carried out six main river diversions with a total length of 12 km. The diversions allowed production planning to be made on the basis of the economic evaluation of the reserve blocks, without undue regard to natural ground conditions or to seasonal factors. The Manning equation was used for the calculation of channel dimensions and gave satisfactory results. The practical aspects of the diversion preparations and flooding prevention are described

Sep 1, 1991

By D. M. A. Flight, P. M. Green, J. A. Plant, P. R. Simpson

Paper presented at Mineralisation in the Caledonides, the Mike Gallagher memorial meeting held in Edinburgh, 27-28 June 1996. The British Geological Survey's regional geochemical database is used to identify the patterns associated with the various mineral deposit types and to examine the extent to which their distribution reflects the presence of long-lived metallogenic provinces in the crust. Image analysis provides new insights into the setting of the mineralisation, geochemical constraints on tectonic models of Caledonide evolution and evidence for terrane amalgamation and large-scale processes. There is evidence that much of the mineralisation reflects the presence of long-lived provinces with a distinctive geochemistry reflecting their origins as zones of crustal extension. In the case of the Middle-Upper Dalradiam sedex deposits, the relationship between geochemistry and tectonic setting is direct. In other cases, rocks deposited in extensional zones appear to have acted as reservoirs of ore-forming elements which were further concentrated during later events

Jun 19, 1905

By S. E. Phillipson

During the course of evaluations by the Mine Safety and Health Administration’s Roof Control Division, the controls on ground instability were investigated at surface and underground limestone mines throughout the eastern and southern United States. Structural geologic features, including joints and faults, were identified by basic geologic mapping as primary controls on highwall and back instability in surface and underground limestone mines. By comparing the spatial orientation of discontinuities and internal angle of friction with the orientation of highwalls on a stereonet, the potential for sliding, toppling, and raveling failures was evaluated in a semi-quantitative fashion. Structural geologic mapping identified faults and joints, which dismembered the back and were associated with ground instability, in underground mines. This paper documents the importance of recognizing structural geologic controls on ground stability in limestone mines, advocates basic geologic mapping as a critical component of ground control programs at surface and underground limestone mines, and provides examples of simple stability evaluations using the stereonet method.

Jan 1, 2006

By César Reyna

Con la intención de determinar si la Licencia Social para Operar (LSO) y la Rentabilidad Social (RS) pueden convertirse en criterios de valorización adicional de proyectos mineros, el presente trabajo se enfocó en desarrollar y presentar argumentos sólidos que permitan justificar su adopción o incorporación como criterios o métodos de evaluación y valorización, a la par de los tradicionales. Finalmente, los primeros resultados y conclusiones a los que se arriba, son los siguientes: tanto la Licencia Social para Operar (LSO) como la Rentabilidad Social (RS) representan criterios válidos para calcular y demostrar la sostenibilidad de las empresas evaluadas, generar estabilidad de las operaciones mineras y asegurar la viabilidad social de los proyectos, entre otros hallazgos de la investigación.

Sep 30, 2022

By Oscar Concha

El presente texto describe la exploración, geología, controles estructurales, mineralización y los tipos de alteración hidrotermal del yacimiento minero Cuajone, situado al sur de la Cordillera Occidental de los Andes y en el flanco Andino de Moquegua. En 1937, se inicia su exploración a través de una campaña exploratorla de la empresa Cerro de Pasco, donde se determina la zona como un proyecto potencial de cobre porfirítico de baja ley. Posteriormente en 1942, se inicia la primera campaña de perforación diamantina exploratoria y en 1969, se inicia la etapa de construcción y desbroce de material para preparar la mina. De otro lado, se ha desarrollado un modelo de la evolución del yacimiento desde las rocas preminerales del Grupo Toquepala, de las cuales la andesita basáltica fue una gran receptora de la mineralización de cobre originada por la intrusión de un primer pulso de latita porfirítica.

Apr 26, 1999

By Kássio Nogueira Cançado

O objetivo desse trabalho é analisar a eficiência de um forno de aquecimento de barras quantificando o impacto de paradas não programadas na linha de produção. Para isso foram realizados 3 balanços energéticos durante um período de 7 horas. O primeiro balanço foi realizado em um intervalo com registro de paradas, o segundo no período subsequente sem ocorrência de paradas e o terceiro englobando o período total produção analisado (balanço 1 + balanço 2). Tomando-se como referência o resultado do balanço energético sem ocorrência de paradas temos duas situações: a eficiência do forno no período com ocorrência de paradas apresentou uma queda de 27% em relação ao período sem paradas, em relação ao período total de produção a redução foi de 20%. Esses resultados permitiram fazer a projeção, que se a produção ocorresse sem paradas, o potencial de redução seria aproximadamente 15% no tempo total de produção com uma redução de aproximadamente 23% no consumo de combustível. Portanto, destaca-se a importância de um plano de manutenção eficiente, com o objetivo de minimizar o tempo de linha de produção parada e o consumo de combustível, além de aumentar à qualidade aquecimento a vida útil do equipamento térmico.

Oct 30, 2017

By Alvaro Fernández-Baca, Richard Chaiña

El proyecto Ayawilca, controlado al 100%por Tinka Resources y ubicado en el Perú central, contiene un expectante descubrimiento de zinc-estaño en un sistema de reemplazamiento en carbonatos (CRD), así como un recurso de plata cercano a la superficie. Basado en sondajes completados hasta finales de 2015, Tinka anunció un estimado de recursos minerales inferidos para la zona de zinc de 18.8 millones de toneladas con 8.2% de zinc equivalente, y un primer estimado de recursos minerales inferidos para la zona de estaño de 5.4 millones de toneladas con 0.89% de estaño.

May 1, 2008

By Leonardo Massone

The p-y method is one of the most popular methods in pile design and has been calibrated for various boundary conditions using numerical and experimental studies during recent years. Most studies on reinforced concrete (RC) piles have included the impact of flexural nonlinearity, (e.g. nonlinear moment?curvature relations) but not considered associated pile shear deformations when deriving p-y curves from field data. Common p-y curves may be better applicable for piles with flexure dominated failures (e.g. piles with free- head boundary conditions). For piles with fixed head boundaries (i.e. rotation restrained piles) shear deformations could be of significant influence. To study this problem, a coupled shear flexure interaction model for axial-bending-shear behavior coded in OpenSees was applied to a 0.61 m (2 ft) diameter flagpole and a 0.61m (2 ft) diameter fixed head pile specimen to investigate the possible influence of shear deformations to the overall pile responses. The surrounding soil was represented by p-y curves derived from prior large scale testing on piles with similar boundary conditions. Analysis results show that for flagpole piles, shear forces and shear deformations were insignificant. Considerable contributions of pile shear displacements and forces were observed for the fixed head pile, with shear displacements contributing up to 40% of the total pile displacement. Results suggest that nonlinear shear deformations for reinforced concrete piles should be considered for fixed-head or similar conditions, and that currently used p-y curves may underestimate the actual lateral pile displacement and possibly lead to unsafe design for the particular boundary condition.

Jan 1, 2012

By Michel Doyon

Canadian Context: Exploration ??Space Exploration is within the unique mandate of the Canadian Space Agency ??Global partnerships ??Maintain close relationship with our partners ??New knowledge in S&T ??Retain and attract highly qualified personnel ??Participation in missions leads to design roles in industry and academia ??Collaboration between government laboratories, industry and academia

May 1, 2009

By L. E. Mordberg, E. N. Nesterova

Geochemical studies of the bauxite deposits show that the primary composition is gibbsitic. Some trace elements were relatively mobile during bauxite formation with the content of Th, U and Zr increasing and that of Rb, Ni and Co decreasing. Y and Pb were relatively immobile during lateritisation; their contents and ratios were inherited from different types of underlying rocks. The supply of Ni and Co took place at the diagenetic or epigenetic stages; their ultimate source was the crystalline basement in the region. The studies support the view that the bauxite was likely to have originated as a result of in-situ lateritisation and not through sedimentary transport and redeposition

Jun 18, 1905

By A. R. Dover

The Richmond-San Rafael Bridge is a 6.92 kilometer (4.3 mile) long major toll bridge span that crosses the northern San Francisco Bay in a highly seismically active region. Tutor-Saliba / Koch / Tidewater JV was contracted by Caltrans to conduct a comprehensive seismic retrofit. The JV provided geotechnical planning and quality control services as described herein, under normal oversight by Caltrans. Part of the robust foundation retrofit design included the installation of 26 new, large diameter piles, including eleven 3.81 m (12.5 ft) diameter, cast-in-drilled-hole (CIDH) marine piles that were drilled 9.15 m (30 ft) into the bedrock beneath the Bay, where the water depth ranged up to about 21.3 m (70 ft). These reinforced concrete-filled composite piles have a steel shell permanent casing from the bridge substructure pile cap through the water column and 30.5 to 39.6 meters (100 ft to 130 ft) of marine sediments to the top of rock. This paper discusses construction, inspection (ranging from the QA employed in the planning of the CIDH pile installation methods and equipment to the actual construction inspection required for the routine installation of the shafts), problems that were encountered during construction, and the solutions that were developed and implemented. Inspection, particularly with the usual difficulties in the marine environment, coupled with the difficult and complex bedrock conditions was particularly challenging, and ranged from non-destructive testing to "in-water, inshell" diver inspection. Similarly, the complexities of dealing with both the steel casing "riser" and the associated drilled shaft (rock socket) portion of these composite foundation elements created some unusual issues. The paper also presents important lessons learned from the project.

Jan 1, 2008

By Michael Amick

Due to the importance of maintaining open airways on a longwall panel, mine management decided to install cribs made of foamed cement. Foamed cement had been used at other company operations on several projects. A recent test at a sister operation had proven the crib installation technique and established that foamed cement cribs could provide better support than wooden cribs. The area to be supported was in a remote location; the limited material needs of foamed cement cribs offered a substantial advantage. In mid February 1993, 75 foamed cement cribs were installed on the tailgate of the active longwall panel. The 75 cribs resisted both horizontal and vertical stresses while successfully supporting the entry.

Jan 1, 1993

By Víctor Siña

El presente trabajo describe una alternativa de sistematización de las observaciones preventivas generadas en las áreas operativas de la minera Antamina a través del programa de Prevención de Riesgos para así reentrenar, reforzar y evitar perdidas por accidentes en cualquier tipo de industria. En ese sentido, cada miembro ya sea propio o socio estratégico de Antamina, es conciente de la prevención mediante la observación. Dicho enfoque evidencia no solo lo malo, sino también todas las consecuencias que esto conlleva. Por ello, la base de dicho programa es la detección anticipada de los actos y condiciones que nos puedan generar pérdidas.

Sep 9, 2007

By Carlos Alberto Sanchéz

El presente trabajo describe la realización del monitoreo de zonas revegetadas de cierre de minas utilizando técnicas de teledetección espacial. El estudio evaluó las áreas iniciales del programa de revegetación final de la minera Yanacocha. Las áreas de estudio son Maqui Maqui y San José, se localizan en la zona este de operaciones y se encuentran en cierre desde el año 200 y son restauradas dentro del programa de revegetación de áreas finales de la empresa. Como parte de la medición del éxito del programa se realiza el monitoreo de las mismas utilizando estas nuevas tecnologías. Por ello, es aplicable como parte de la conducción de los programas de revegetación de los planes de cierre de minas.

Sep 12, 2005

By Meylin Terrel-Gutierrez

El presente texto muestra un modelo cuasianalítico para predecir la SD (Sechi) en cuerpos de agua claros y turbios. El enfoque está basado en el la relación inversamente lineal entre la SD y las concentraciones de OAS, donde la última ha sido reemplazada por su banda de reflectancia correspondiente o sus combinaciones propuestas por estudios previos de acuerdo con el tipo de cuerpo de agua.

Jan 1, 2014

By Bruno Mendes Grillo

O presente trabalho tem por objetivo comparar dois aços produzidos em uma aciaria LD em processo de trefilação de arames, sendo um aço ultra-baixo carbono e outro de baixo teor de carbono (SAE 1005). Através deste desenvolvimento, barras com 12,7 mm de diâmetro foram submetidas ao processo de trefilação para se obter a bitola de 1,25 mm em dezesseis passes, onde foram determinadas as propriedades mecânicas por meio de ensaios de tração uniaxial, medidas de redução de área e dureza após cada passe de trefilação. Os aços estudados neste trabalho suportaram deformações verdadeiras da ordem de 4,6 em redução de área na trefilação e foi mostrado que o aço ultra-baixo carbono possui maior capacidade de deformação plástica que o aço baixo carbono. Com este trabalho foi possível determinar uma curva de previsão de resistência dos aços estudados em função de um plano de trefilação estabelecido, sendo esta utilizada para definição da aplicação final do produto.

Aug 8, 2018