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By I M. Platten, C J. S Sangster, Y Xie

The Cononish gold-silver deposit is a steep, relatively narrow quartz-vein system, with a current total mineral resource of 154 000 oz Au and 589 000 oz Ag. The northeast-southwest trending system was emplaced into late Proterozoic metasediments, and postdates metamorphism and associated Caledonian Orogenic foliations. Assay and mineralogical data show that gold and silver is spatially associated with sulfides in quartz. The main sulfide is pyrite, but galena, chalcopyrite and sphalerite occur in small amounts. Gold occurs as electrum, with minor native gold, and silver occurs additionally as tellurides and native metal. The gold/electrum is fine-grained, generally less than 100 microns in size. The main ore shoots plunge 45¦ south-west, have a 40 m to 80 m intersection with the existing underground development and extend between 40 m and 260 m down plunge. Small-scale sulfide-bearing domains within the vein carry the highest gold grades. They collectively define the ore shoots, where one or two, and rarely three, of the domains are present at an individual site in the vein. Discontinuity of individual domains, variation in domain thickness and internal heterogeneity results in short scale variation in grade across the structure. Geological mapping along a 1.2 km exploration adit has provided critical æconditioningÆ data to support resource evaluation based on development and relatively wide spaced drilling. In addition, it has provided an indication of potential challenges that could be encountered during production.

Jan 1, 2009

By Silvano Morelli, Giovanna Cassani, Renzo Bindi, Antonio Nicola

More than 70 km of main line and service tunnels have been excavated to date for crossing the Apennines between Bologna and Florence. A new design and construction approach, known as Analysis of the Controlled Deformation in Rock and Soils, (ADECO-RS), was adopted to tackle the extreme heterogeneity of the ground and the particular stress-strain conditions. The goal of this system is to obtain constant and predictable full section advance rates, even in very poor geology, with the highest possible level of safety and reliability. The execution of this gigantic project required the mobilization of 21 job-sites, with the concurrent operation of 30 excavation headings. The global production rates confirm the high quality of the design and the high level of industrialization reached during the construction stage, levels not previously obtained in similar conditions, using other approaches such as NATM.

Jan 1, 2003

By M. Board, R. Pakalnis, S. Seldon, R. Brummer

The Kidd operation mines roughly 10 000 tpd of copper and zinc ore from underground and employs about 700 personnel. In the late summer and fall of 1997, major movements in the proximity of the east wall of the Kidd open pit had been observed. The Kidd pit had been mined from 1965 to 1977 to depths of 260 m (850 ft), followed by subsequent mining by underground methods to current depths in excess of 1830 m (6800 ft). The No. 1 Mine (2600 Level to pit bottom) is approximately 90% extracted, with most of the remaining reserve between 2000 and 2500 levels. Although initial concerns centred on the stability of the pit walls, the potential ramifications of the movements to the underground were recognized and measures were implemented to ensure the safety of personnel as well as to minimize the potential damage to existing operations. In late October, damage to underground operations was observed as deep as the 2000 Level. In the final assessment, the global mobilized mass was a “wedge”-shaped hangingwall block extending from surface to about 610 m (2000 ft) below surface. The “wedge” boundaries are defined by a fault and shear zone which have continuous lengths in excess of 1070 m (3500 ft); its base by shearing through the host rock mass; and its eastern face by deep tension cracks (Fig. 1). Mined and filled excavations at the western face of the “wedge” allowed mobilization of a mass in excess of 30 M tonnes. Movements in excess of 75 cm (30 in.) per day were recorded on the surface stations that preceded the complete shutdown of operations on October 29, 1997. The evaluations in the days following the shut-down were centred on mitigation of immediate and future possible negative impacts on infrastructure and mining of the remaining No. 1 Mine reserves while ensuring the safety of the operators. This effort required the rapid assessment of the potential damage of the block movement on underground infrastructure, stope access, drainage and ventilation, as well as airblast potential due to the falling of a large block into the pit near the ventilation intake at the base of the pit. These assessments were presented in a previous paper (Seldon et al., 1999). In total, the lateral movement of the block on the ground surface was over 4.3 m (14 ft). This paper describes the detailed studies performed to understand the failure mechanism and to assess the impacts on future mining in No. 1 Mine.

Jan 1, 2000

By J. Miller, B. Slaker, M. M. Sears, G. Rashed

Ground falls represent a significant hazard at underground mines in the stone, sand, and gravel (SSG) sector in the USA. Researchers from the National Institute for Occupational Safety and Health (NIOSH) are currently conducting detailed investigations into the complex loading conditions at underground stone mines operating in challenging conditions. This paper presents the application of numerical modeling to analyze pillar and roof stability at a dipping underground limestone mine. A validated numerical model was used to explore the potential behavior of the pillars and roof as loading conditions change. The validated model was used to compare changes in mining sequence, overburden depth, and the in situ stress field. This will allow mine operators and engineers to have a better idea of the conditions that could be encountered as mining progresses. Results from the numerical modeling indicate that roof displacement more than doubles as the vertical stress increases from 10 MPa (1450 psi) to 19 MPa (2750 psi) when the maximum and minimum horizontal stresses were 41 MPa (5950 psi) and 22 MPa (3190 psi), respectively. Consequently, as the pillar load increases, the safety factor of the pillars is projected to decrease by about 25%. The impact of the practical application of numerical models can result in a reduction of ground-fall accidents and injuries as well as generally safer working conditions.

Feb 2, 2021

By Shahé Shnorhokian

Remnant pillars evolve towards the latter stages of mining in an orebody and act as repositories of mining-induced stress. It is therefore crucial to plan ahead as to their dimensions and location with respect to the local geology. A case study of a Canadian base metal mine was examined for the planned mining sequence scenario to identify the stress regimes acting on a future remnant pillar occurring between levels 4800 and 5100, near a brittle dyke. A mine-wide model was constructed in FLAC3D and input parameters included results from field measurements of the direction and magnitude of the principal stresses, and the geomechanical properties of the different formations. Prior to the study, the model was calibrated based on a 6-year record of mining-induced seismicity and rockburst events, focusing on large event clusters. The mining sequence followed at the mine was then used in the model to study the planned future extraction program around the remnant pillar. It is shown that the distance of the remnant pillar from the dyke and another orebody plays an influential role on the stress levels developed in the pillar.

Jun 1, 2012

The Annual General Meeting of the South African Institute of Mining and Metallurgy was held in Kelvin House on Wednesday, 24th August, 1977. Dr M. D. G. Salamon (President) was in the chair and declared the meeting open at 16h00. Obituaries The President: It is my sad duty to announce the death of the following members of the Institute : C. G. Evans, J. P. Rees, Life Fellows ; S. R. Bryant, H. MacConachie, M. Mrost, and A. W. van Zyl, Fellows; L. T. Campbell-Pitt, F. W. Collins, A. J. Duncan, I. G. Evans, F. W. Kleinschmidt, P. L. Vaughan, R. W. Wallace, and H. Wason, Members. As a mark of respect to the memory of the deceased and in sympathy with the bereaved, I would ask you to rise and observe a few moments' silence. Minutes The President: May we confirm the minutes of the General Meeting held on 23rd March, 1977, as published in the June issue of the Journal? Agreed.

Jan 1, 1978

By Foluke Salgado de Assis

O presente trabalho tem como objetivo analisar as propriedades em blocos de cerâmica vermelha. O diferencial e originalidade em relação ao que já existe em termos científicos são as evidencias de que gradientes de umidade são mais significativos em secagem rápida o que provoca a presença de tensões residuais, como também em termos da porosidade em temperaturas de queima diferentes e conformação sob condições de presença e ausência de vácuo na produção dos blocos. Nestes casos, danos estruturais como trincas, deformações e fraturas podem surgir no produto final ou durante o carregamento de serviço devido à diminuição dos valores de resistência mecânica. Os resultados evidenciam que corpos de prova submetidos à secagem rápida em comparação a secagem lenta, bem como a diminuição da temperatura de queima e ausência de vácuo durante o processo produtivo, decrescem a propriedade mecânica citada..

Oct 30, 2017

By Anderson Nogueira Vidal

Os tubos de Plástico Reforçado com Fibras de Vidro, também conhecidos como tubos de PRFV são pouco utilizados em obras de infraestrutura no Brasil, principalmente por desconhecimento técnico da sua vida estrutural. Este trabalho tem como objetivo verificar a expectativa mínima de 50 (cinquenta) anos de utilização dos tubos de PRFV. A metodologia adotada consiste na realização de ensaios mecânicos de longa duração em corpos de prova de tubos de PRFV por mais de 10.000 horas (1,4 anos), conforme rigor da norma ASTM D 2992 – Procedimento B. Este ensaio é comumente conhecido como ensaio de HDB (Hydrostatic Design Basis). Os resultados mostraram que a metodologia utilizada é adequada para verificar e certificar a vida estrutural dos tubos de PRFV, bem como evidenciou que o valor de HDB encontrado é satisfatório e compatível, quando comparado aos outros ensaios de HDB realizados no mundo em tubos de PRFV fabricados pelo mesmo processo produtivo de enrolamento contínuo.

Aug 8, 2018

By Fernanda Santos da Luz

Desde o período Neolítico, a argila é usada na produção de materiais para construção. Posteriormente, verificou-se que queima da argila em fornos aumentava a resistência do material, permitindo seu uso na maioria das formas abrasivas. Com a melhoria das propriedades, a cerâmica vermelha encontrou várias aplicações tais como, telhas, tijolos, louças e revestimentos. Na região estudada, a noroeste do Rio de Janeiro e a área leste da zona da mata mineira, as telhas produzidas e comercializadas exibem características correspondentes à argila local e ao método de queima. Neste trabalho foi avaliada a qualidade das telhas na região, referente às características geométricas, físicas e mecânicas, padronizadas pela norma NBR 15310:2009. De acordo com a análise dos resultados, concluiu-se que a tendência da qualidade das telhas existentes no mercado não atende aos parâmetros atuais da norma brasileira. O teste geométrico apresentou o maior número de não conformidades. A planicidade da superfície e os testes de rendimento também apresentaram desvios maiores em relação ao padrão aceitável. As não conformidades encontradas nas amostras indicaram que ocorreram falhas nos controles de fabricação do produto e na aprovação do lote que liberou o material para a produção de fábrica, resultando em produtos sem padronização.

Oct 30, 2017

By Cláudio Antônio Goulart Valadares

O fluxante para aços baixo carbono, aplicado no lingotamento contínuo de placas, apresenta como características a temperatura de fusão entre 1.030°C e 1.070°C e a tendência a cristalização suprimida. Desta forma, o filme de escória apresenta predominantemente a fase vítrea que facilita a transferência de calor na interface molde de cobre e pele de aço em solidificação. Há uma tendência em retirar ou reduzir o teor de flúor nos fluxantes, com o objetivo de minimizar a erosão da câmara de exaustão do lingotamento contínuo, além de ser um risco potencial para a saúde e segurança e do aumento da taxa de erosão da válvula submersa. Este trabalho apresenta os resultados de análise dos filmes de escória do fluxante referência e a sua versão isenta de flúor via microscópio eletrônico de varredura e microscópio óptico de luz polarizada. Mais resultados como difratometria de raios-X e análises térmicas também complementam esta análise assim como algumas características físico-químicas dos produtos em questão.

Jul 30, 2018

By Fredy Rijalba Palacios

"El presente texto señala el proceso de ingeniería donde se evalúa y modeliza la distribución de los desplazamientos y la interacción de la geomecánica de las cámaras de explotación. La modelización se realiza en la mecánica de los medios contínuos y por medio de métodos numéricos, utilizando la técnica de los elementos finitos. Primero, se estudia el modelo geológico donde se obtuvo el modelo geomecánico del terreno rocoso, luego se formula el modelo numérico, incluyendo las excavaciones. Finalmente se plantea el diseño de la configuración geométrica de la mina que ofrece la más segura estabilidad del terreno intervenido y que permite extraer el mayor volumen posible de reservas minerales, con el método de explotación apropiado."

Oct 1, 2016

By Jhon F. Chávez

"El presente texto describe las técnicas de análisis, diseño y optimización de las mallas de sostenimiento activo, de forma que optimiza las condiciones de seguridad y reducción de costos de sostenimiento en las labores de la minera Iscaycruz, así como los sobrecostos por daños a instalaciones y equipos por accidentes relacionados a falla en el sostenimiento activo."

Jan 1, 2016

By Gonzáles C. Wilder

El presente trabajo señala las características técnicas, formulación, fabricación, carguío y transporte de las emulsiones explosivas y la evaluación de las primeras aplicaciones realizadas en la minera Tintaya, Perú. La mina Tintaya . es explotada por el método a cielo abierto y las características principales de la voladura son las de una explotación por bancos. Actualmente, el desarrollo de la voladura es convencional y se realiza a través de una carga mixta Sin embargo, el uso de la carga tiene efectos negativos puesto que hay un acoplamiento de carga explosiva en el taladro, como una pérdida moderada de energía. Por ello, se realizó un cálculo de costos a través de 12 disparos que permitiera reducir costos en su operación y energía. Así, se encontró que la aplicación de agentes de voladura emulsionados Semin Blast y Nitrornix permite variar parámetros de voladura, como las mallas de perforación, generando ahorros considerables en la prueba y eficiencia.

Apr 1, 1991

By Jacinto Trujillo

Dado que la sociedad minera Corona se encontraba en constante cambios por la competición globalizada y redujo su rentabilidad económica, se planteó una serie de estrategias que optimizen el rendimiento en la unidad de Producción de Morococha. En este sentido, el presente trabajo describe los resultados de la aplicación de las estrategias operativas en la Mina Manuelita a través de tres principios sencillos: trabajo en equipo, ser el competidor de uno mismo y la evaluación de riesgos debe corresponderse con los resultados. Finalmente, los logros alcanzados se dieron por el apoyo de la Alta Gerencia y la responsabilidad y compromiso de todo el personal.

Sep 13, 2001

By Oscar Morales

El presente texto describe el proyecto de expansión de producción de la mina Recuerdo a través del estudio de las estructuras, equipos, maquinarias y el personal que labora actualmente. En este sentido, el incremento de la producción se desarrolla por la mecanización del método de explotación, donde se utilizan los equipos LED Diesel y jumbo neumático Toyo ensamblado sobre ScoopHST-IA. El manejo del equipo optimiza la perforación en tajeos en un %50, a comparación de las perforadoras manuales. Asimismo, refiere el uso de la computadora para algunos trabajos en la mina como la preparación de informes mensuales, presupuestos y programas de producción anual para la División Mina.

Nov 8, 1984

By Alex Torres

El presente trabajo describe la aplicación de taladros largos en la explotación por subniveles en la mina Gayco y así minimizar los accidentes por desprendimientos de roca. En ese sentido, se busca continuar con los estudios para reducir costos en cada etapa de las operaciones y colaborar para su aplicación en yacimientos con características similares en las diferentes minas del Perú. Asimismo, es necesario el empleo de equipos a control remoto (scoops) para proporcionar la seguridad al personal y proseguir con las pruebas de explosivos para reducir los costos de voladura.

Sep 13, 2001

By Germán Rodolfo Ocampo Castillo

El presente texto señala la incrementación de la productividad de la mina Xstrata Tintaya -Antapaccay a través del contrato de personal adicional, donde se reemplace a los operadores titulares durante la hora de refrigerio y asi mantener una operación contínua en la mina. Como consecuencia de ello, se incrementará la cantidad del mineral descubierto en la mina y por ende, el costo unitario de las libras de cobre adicional por operación contínua se reduce.

Sep 12, 2011

By R. V. Ramani, A. S. C. Owili-eger

? THIS PROGRAM SIMULATES METHANE FLOWRATES THROUGH THE GOAL ? SEAM BY THE GAUSS-SEIDEL ITERATIVE TECHNIQUE. THE MODEL IS A TWO ? DIMENSIONAL SYSTEM. THE ITERATIVE FORM OF THE GAUSS-SEIDEL IS ? OBTAINED FROM A PARTIAL DIFFERENTIAL EQUATION OF FLOW BY CENTRAL ? FINITE-DIFFERENCING APPROXIMATION SCHEME ? NPRESS IS THE NUMBER OF SPECIFIED PRESSURES EXCLUDING ? RESERVOIR AND FACE PRESSURES ? NQUAN IS THE NUMBER OF SPECIFIED FLOW QUANTITY.... EXCEPT FLOW ? OUT OF THE FACE. THIS- QUANTITY CAN BE POSITIVE(INJECTION) OR ? NEGATIVE ( PRODUCTION) ? XPERM(I,J) I S THE DIRECTIONAL PERMEABILITY IN THE X-DIRECTION AT THE POINT (I,J) ? YPERM(I,J) IS THE DIRECTIONAL PERMEABILITY IN THE Y-DIRECTION ? AT THE POINT (I,J) ? RESEP' IS THE RESERVOIR PRESSURE ? FACEP IS THE FACE PRESSURE. THIS PRESSURE IS ASSUMED TO BE ? APPROXIMATELY ATMOSPHERIC ? LENGTH, WIDTH, AND THICK ARE THE ZONE OR MEDIUM DIMENSIONS * PUHL I S A DUMMY NAME FOR VISCOSITY ? DMAXI IS VARIABLE NAME FOR INITIAL MAXIMUM ERROR OF ITERATION ? DMAXF IS A VARIABLE NAME FOR FINAL MAXIMUM ERROR OF ITERATION ? NITER IS A VARIABLE NAME FOR STORAGE OF NUMBER OF ITERATIONS ? RAD IS A VARIABLE NAME FOR THE SPECTRAL RADIUS OF THE GAUSS¬ ? SEIDEL MATRI-X. THIS PARAMETER ALSO MEASURES THE RATE OF ? CONVERGENCE OF THE ITERATION ? KOUNT IS AN ITERATION COUNTER ? MAXIT IS THE MAXIMUM NUMBER OF ITERATION SPECIFIED BY THE USER # EPS IS THE MAXIMUM RESIDUAL ALLOWABLE ERROR-FOR CONVERGENCE

Jan 1, 1974

By M. Tanaka, K. Aoki, T. Mori, H. Morioka, K. Iwano, T. Kanagawa

To estimate the detailed characteristics of the rock around the cavern during excavation, new monitoring technique for dynamic properties of the rock has been applied. In this paper, micro-seismic monitoring and AE monitoring technique are applied to the excavation of large underground rock cavern and the result was discussed to clarify the acutal behavior of EDZ around the cavern. Zur Einschätzung der Gesteinseigenschaften um die Ausschachtung herum haben die Autoren eine Technik eingesetzt, mit der die physikalischen und dynamischen Änderungen im Gestein um den Schacht während der Ausschachtung beobachtet werden. In der vorliegenden Studie wurde zur mikroseismischen Überwachung ein AE Überwachungsverfahren eingesetzt und die Autoren berichten über die Veränderungen in den Gesteinseigenschaften um die Ausschachtung herum. Dans le but d'évaluer en détail les propriétés des roches qui forment les parois des cavernes creusées, les auteurs ont utilisé une technique de mesure permettant d’observer les modifications physico-dynamiques des roches aux alentours de la caverne pendant son excavation. Dans le cadre de cet article, une technique de surveillance de l’agitation et du bruit microséismiques a été mise en œuvre et les auteurs font état de la modification des propriétés de la roche environnante.

Jan 1, 2003

By Akihiro Higashide, Roy H. Patten

The DOT Tunneling method combines two conventional earth pressure balance shield machines in an overlapping cylindrical arrangement. The method allows two tunnels to be driven simultaneously with mini¬mum cross sectional area. Two full size trials, one configured horizontally and one vertically stacked, were successfully completed employing the DOT method. The method was then utilized for the new transportation system. The goggle-shaped DOT machine, 9.36 m high by 15.86 m wide, is the largest earth pressure balance shield machine in the world. This paper includes a general description of the DOT tunneling method as well as a history of its development.

Jan 1, 1995