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By Alfred Bodenlos

El presente artículo describe la historia geológica pre-cretácica de la Cordillera Negra. En algunos intervalos predominaron los pantanos que dieron lugar a la formación de carbones. Luego, en el Valanginiano superior, la región estuvo sumergida, depositándose calizas delgadas. Los tufos que yacen sobre la secuencia de elásticos indican que hubo actividad volcánica a fines de este intervalo. Parte apreciable de los depósitos marinos del Cretácico medio está formado por calizas bituminosas obscuras.

Jul 1, 1957

By Alfred Bodenlos

"El presente texto señala los acontecimientos geológicos en la Cordillera Negra y la deposición de travertino por las fuentes termales todavía activas al oeste de la población de Ticapampa. Los minerales fueron depositados principalmente como rellenos de fisuras, siendo cavernosos y en partes bandeados y sus temperaturas conocidas de formación varían desde baja hasta moderada, lo cual, además de su textura porosa, sugiere que están comprendidos entre las clases epitermal y mesotermal, según sistema propuesto por Lindgren. "

Sep 1, 1957

By Alfred Bodenlos

El presente texto señala los depósitos de zinc y plomos encontrados en los cateos del flanco noroeste del cerro Huancapetí, perteneciente a la Cordillera Negra. En el flanco noroccidental del cerro Huancapetí, hay varias vetas que han sido exploradas por pequeños cateos, cuyas altitudes van desde 4480 hasta 4670 metros. Para llegar a esas vetas solo hay caminos malos que cruzan la cumbre de la cordillera al sur del área de la mina Huancapetí. De otro lado, en 1947 la única mina en actividad era la de Wilson, alcanzando 10 toneladas de concentrados al mes escogidos a mano, así como la mina San Idelfonso, la Improvisada, Mariscal y los cateos Señor de la Soledad y Fernandiita.

Nov 1, 1957

By Alfred Bodenlos

El presente texto señala los depósitos de plomo, zinc encontrados en la mina Huallpac, Macón, Cerro Plumisa; los cateos del área de la laguna Shagallán, Uchco, cateo del cerro Cieren y la mina Buena Casma y Mangán, pertenecientes a la Cordillera Negra, ubicado en Ancash, Perú.

Jan 1, 1958

By Daniel Lozada

La unidad de producción polimetálica de Yauliyacu, ubicada en la localidad de Casapalca, Lima, tiene una presa de relaves en el paraje de Chinchan del mismo departamento. Sin embargo, dado que la presa nueva Yauliyacu culminaría su función y que la presa auxiliar Tablachaca no contaba con la suficiente capacidad de almacenaje, Centromin Perú evalúo otras alternativas para la ubicación y construcción de una nueva. De acuerdo al estudio realizado, se encontró que la quebrada de Chinchan era la más adecuada puesto que ofrecía mayor capacidad de producción y se descartó las de Corina y Tablachaca. En este sentido, el presente texto describe las características de la quebrada, el diseño del depósito de Chinchan, su proceso de construcción, la limpieza de fundación, el análisis de la estabilidad física y química, la implementación para mejorar la estabilidad de la presa, la mejora de calidad del aire en la zona del depósito, el programa de inversiones y el plan de cierre del relave.

Sep 13, 2001

By José Gonzales

"Una rampa es uno de los aspectos más importantes de la planificación a cielo abierto- en tanto se define como un camino con cierta pendiente que se desarrolla desde la parte superior del tajo hasta la parte más profunda del mismo. En ese sentido, el presente texto señala la ecuación que describa una rampa en 3D de un tajo abierto, a través de los parámetros constantes de diseño el desarrollo de la rampa. Entre los parámetros considerados tenemos: ancho de la rampa, pendiente de la rampa, ángulo interrampa del tajo, radio de la base superior del tajo (máxima área superior que engloba toda la fase), radio de la base inferior del tajo (mínima área de trabajo para los equipos). Una vez desarrollado el diseño de la rampa en función de los cinco parámetros anteriormente descritos, se podrá determinar mediante la codificación de un software denominados UNI-RAMP, el número de vueltas que requerirá la rampa para llegar al fondo del tajo, la profundidad total del tajo y el ángulo global del tajo. "

Dec 1, 2015

By J J. Laas, A J. S Spearing

Considering the capital outlay, running costs and inherent difficulties of backfilling operations at depth the benefits need to be clearly established, quantified and then exploited. Expansion of Vaal Reefs Exploration and Mining Company towards even deeper, highly faulted ground, and the process of establishing codes of practice for the management of rockfalls and rockbursts, required that a sound support strategy be formulated. This paper describes the derivation of an overall backfilling strategy on Vaal Reefs. Use was made of experience gained over some 12 years with backfilling. Numerical modelling was used to estimate potential benefits of backfilling the deepest mining areas still to be extracted. In exploiting a probably unique opportunity, two contiguous mining areas bounded by the same major geological structures, were compared. One was extensively backfilled and the other not at all. Shaft sinking through a backfilled stope added another dimension to the database.

Jan 1, 1998

By Laas JJ, Spearing AJS

Considering the capital outlay, running costs and inherent difficulties of backfilling operations at depth the benefits need to be clearly established, quantified and then exploited. Expansion of Vaal Reefs Exploration and Mining Company towards even deeper, highly faulted ground, and the process of establishing codes of practice for the management of rockfalls and rockbursts, required that a sound support strategy be formulated. This paper describes the derivation of an overall backfilling strategy on Vaal Reefs. Use was made of experience gained over some 12 years with backfilling. Numerical modelling was used to estimate potential benefits of backfilling the deepest mining areas still to be extracted. In exploiting a probably unique opportunity, two contiguous mining areas bounded by the same major geological structures, were compared. One was extensively backfilled and the other not at all. Shaft sinking through a backfilled stope added another dimension to the database. Backfilling was introduced in 1985 and several potential spin-offs were expected. These included improved local strata control for fall of ground and rockburst conditions, regional benefits in rock mass stability and mine ventilation optimisation.

Jan 1, 1998

By N. T. Oo, L. D. Hutton

"The Banora Point Upgrade Project is a 2.5km long six-lane divided freeway in northern New South Wales, Australia. The geology at the project area comprises a volcanic succession of variably weathered basalt flows and agglomerate deposits that reach 48m in thickness and overlie Mesozoic sedimentary rocks. A site specific rock classification system was developed that characterised all the rock units based on the engineering properties governing the rock mass behaviour i.e. intact rock strength and defect characteristics (spacing, aperture, infilling, wall roughness and weathering) irrespective of the geological origin. This approach simplified the design and the on-site verification processes. Based on this classification system, rigorous quantitative statistical assessments of the available geological information including various laboratory and field testing were performed to derive the geotechnical design parameters for various rock classes. These parameters were used to complete geotechnical designs of retaining wall systems. INTRODUCTIONThe Banora Point Upgrade Project is a 2.5km long six-lane divided freeway in northern New South Wales, Australia. The key features include two interchanges, a 300m long viaduct, a large cutting through Sexton Hill with an associated 100m wide Land Bridge and retaining walls reaching 490m long and up to 22m high. This paper focuses on the derivation of representative geotechnical parameters for geotechnical design of the retaining structures supporting Sexton Hill Cutting including bored pile retaining walls and soil nail walls. The geology at the project area comprises a volcanic succession of variably weathered basalt flows and agglomerate deposits that reach 48m in thickness and overlie Mesozoic sedimentary rocks. Due to the complex geological nature of the site, an understanding of the regional and local geology, the typical behaviour of individual geological units and the implication of onsite variations from design intention are the ultimate challenges to the geotechnical engineer in order to select representative geotechnical parameters for design."

Jan 1, 2015

By F Butler, G E. Batley, A C. Hogan, A R. Butler

The ANZECC/ARMCANZ (2000) Water Quality Guidelines (the Guidelines) are the primary reference used in Australia and New Zealand for managing and regulating water quality. For most mining operations in Queensland, the environmental authority (EA – licence) incorporates the national default guideline values (GVs) for ecosystem protection as trigger levels (TLs). Exceedances of TLs ‘trigger’ further investigation and reporting. A review of the surface water compliance history at a metalliferous mine in North West Queensland identified minor exceedances of the cobalt GV as a common trigger for investigation and compliance reporting.The reliability of GVs is dependent on the availability and quality of ecotoxicology data for the relevant contaminant. The current national default GV for cobalt of 1.4 µg/L is classified as a low reliability GV due to the lack of available data at the time it was derived (ANZECC/ARMCANZ, 2000).The Guidelines are presently being revised and the toxicant GVs will be available as a set of web-based values and associated technical briefs. The new platform will enable the timely revision of existing GVs and inclusion of GVs for additional toxicants. Cobalt was considered a priority toxicant for the Guidelines’ revision, but was not included in the revision process.A preliminary review of the international literature indicated that at least 15 additional chronic cobalt toxicity studies had been published since 2000, sufficient to derive a high reliability cobalt GV using the protocols developed for the revision of the Guidelines (Batley et al, 2014; Warne et al, 2015). This presented an opportunity to improve environmental management by increasing the reliability of the performance measure.CITATION:Hogan, A C, Butler, A R, Butler, F and Batley, G E, 2016. Derivation of high reliability water quality guideline values for cobalt in freshwaters – improving water quality guidelines for better water quality compliance management in mining, in Proceedings Life-of-Mine 2016 Conference , pp 205–208 (The Australasian Institute of Mining and Metallurgy: Melbourne).

Jun 28, 2016

By I. Tsolas

This paper presents the use of non-parametric approach (i.e., data envelopment analysis, DEA) for the development of environmental sustainability indicators in mineral processing using environmental, economic and/or integrated indicators (i.e., indicators that interrelate two dimensions of sustainability). A case study based on real publicly available data is presented to illustrate how the proposed approach can be implemented in practice. The merit of this approach, which is based on the productive efficiency framework, is that it provides environmental sustainability indicators that can be used internally for benchmarking purposes and externally for sustainability reporting.

Jan 1, 2008

By Dong-min Lee

As the construction industry is becoming more large-scaled and complex, the BIM technology has been utilized throughout the industry. Since 2008, the construction industry in South Korea (Korea) has required carrying on BIM-based project continually. According to this trend, BIM S/W market, as well as BIM library market is also gradually activated. Many countries have already been establishing Web-based BIM library market, also Korea has been trying to establishing this Web-based BIM library market. In this study, through market research of Web-based BIM library market of advanced countries including the U.S.A. and U.K., establishment strategy of BIM library market to be derived by late starters that introduce BIM such as Korea, Japan and China was deduced based on current establishment status of BIM library market in Korea. In addition, deal with an issue that a clear revenue-sharing system between business principals of Web-based BIM library market is not available at the current stage was presented as a factor of inhibiting activation of BIM library market. So in order to offer a reasonable revenue-sharing strategy in BIM library market as conceptual level, a methodology and process of applying Game theory being used for deriving. It is expected that a reasonable revenue-sharing model between business principals would be presented as its standard of BIM library market to be more activated in the future.

Aug 1, 2013

By Michael Alber

Resin grouted rock bolts are the major support measure in coal mining. They are rather easy and foolproof to install, take immediately load and are the least time consuming support measure for controlling gateroad deformation. The use of only resin grouted bolts allows fast gateroad development which is essential for economical resource exploitation. The design of reinforcement / support systems for coal mining typically bases on empirical methods, which work fine when encountering known or usual ground conditions. However, coal mining approaches depths where little experience exists and numerical modeling is often the only method to estimate ground behavior. This paper discusses the geotechnical properties relevant to numerical model and focuses particularly on input values for modeling resin grouted rock bolts for safe gate design.

Jan 1, 2006

By D Osborne

Current mineral extraction and valorisation activities still have a strong focus on the ‘delivered product(s)’ which might be a bulk commodity such as metallurgical coal, hematite, bauxite, etc., and mineral concentrates such as metal sulphides, oxides, and carbonates; precious metals, such as gold, silver and PGMs, REEs or battery metals; halogen salt forming elements; or industrial minerals, which are non-metals including crushed rock, sand, and gravel etc. With the current focus on tailings disposal the pushback has been to seek alternatives to the currently ‘conventional’ disposal method via increasingly higher risk tailings settling facilities (TSFs) with a changing focus towards ‘dry disposal’. Whichever option is selected, the alarming trend is the increasing cost and ESG impacts. An emerging approach is to pose a focusing question ‘Is there anything else passing into the tailings stream and/or disposable waste streams which could be recovered and pass into the product revenue stream? All of the above ‘primary’ process streams offer opportunities for increasing recovery and offsetting some of the disposal costs. Some secondary opportunities are already being pursued, such as REEs and battery metals from base metals deposits, but other opportunities are still being overlooked, such as building materials and soil conditioning pellets. These potential ‘new’ product streams can also utilise other mining and domestic wastes such as smelting slags, glass waste, plastic waste etc. This paper will address these opportunities and provide examples including process approach, economics and some of the current barriers that exist, which are holding back progress on such initiatives.

Sep 1, 2024

By Arnaldo Veronez Junior

Esse trabalho tem o objetivo de apresentar os principais desafios de natureza técnica e de gestão relacionados aos projetos de migração de sistemas baseados em plataformas descontinuadas ou com escassos recursos de suporte para outra mais atual, compatível com as novas tecnologias de aumento de produtividade e sem os riscos inerentes à obsolescência dos produtos empregados. Essas ações de migração de sistemas foram baseadas nas diretrizes estabelecidas no Plano Diretor de Tecnologia de Automação (PDTA), documento desenvolvido com o objetivo de orientar as ações do grupo de Engenharia de Automação no sentido de garantir a adoção de novas tecnologias de forma segura e planejada.

Aug 16, 2017

By C. Campero, C. Nicolau, L. Pagliero

The Chilean Congress has recently promoted desalination as a solution to meet the mining industry’s growing water demand. However, this rapid expansion of desalination infrastructure comes with trade-offs. This includes a significant energy cost for treatment, as well as socio-environmental impacts on indigenous communities, tourism, fisheries, and the marine ecosystem. This paper advances a regional-scale model for analyzing competing trade-offs through a case study in the Antofagasta mining region of Chile. Through geospatial data analysis in ArcGIS, new desalination infrastructure investments supplying water to mines are overlain with features of concern raised by communities during the environmental impact assessment (EIA) process, such as national parks, fisheries and exploitation areas for benthonic resources. The resultant model provides a test-bed for analyzing the cumulative effects associated with desalination expansion and for investigating scenarios to mitigate negative social-environmental impacts. The model simulates alternative scenarios for desalination locations and pipeline routes according to competing constraints (i.e. to minimize cost and energy constraints while also avoiding ecological and social hotspots). The ultimate contribution of the work is a demonstration of how the proactive adoption of a regional-scale infrastructure planning might have led to different desalination investment decisions. INTRODUCTION Chile represents the largest producer of copper globally, and holds approximately a third of the world’s estimated copper reserves. However, access to water represents a major constraint to industry expansion and creates conflicts with competing water users (Aitken et al., 2016; Côte et al., 2010). Recently, the Chilean Congress has promoted desalination as a solution to meeting the industry’s growing water demand, which is likely to lead to significant growth in desalination infrastructure to support large-scale mining projects that extract freshwater over a rate of 150 l/s1. By most recent projections, the Chilean copper mining sector is set to increase seawater use by 230% by 2029 (Faversham House Group Ltd, 2019). By the year 2015, Chile had 11 projects serving the mining industry and there are at least other 12 planned plants (Cochilco, 2015). While the use of seawater allows continued expansion of the sector without depletion of scarce underground aquifers, it is nonetheless accompanied with important socio-environmental drawbacks. One such challenge with desalination is the associated energy costs, expressed, both economic and environmental (e.g., CO2 emissions). This includes the energy required for reverse osmosis treatment facilities, as well as to pump water to inland regions at high elevations around 3.100 m.a.s.l in Chile. (Dixon, 2013; Knops et al., 2013). Additionally, the impacts of desalinated water use on flotation chemistry are generally poorly understood, necessitating the need for further research into the impacts, both positive and negative (Cisternas and Gálvez, 2018; Liu et al., 2011).

Jan 1, 2019

By G. Asplund

Dado que el objetivo de la operación minera es la rentabildad, es necesario considerar factores como: la elección de un método de explotación, la mano de obra disponible, el equipo mecánico y la organización de la mina. En este sentido, el presente texto describe el equipo mecánico y el equipo de perforación utilizado mediante voladuras en minas subterráneas. Asimismo, se muestran ejemplos de las perforadoras de percusión hidráulica para rocas.

Jul 1, 1981

By Sigvard Eklund

El presente trabajo analiza los datos recogidos en la memoria del Organismo Internacional de Energía Atómica con el propósito de vislumbrar los acontecimientos que se producirán en el campo de la energía nucleoeléctrica durante el decenio que acaba de comenzar. Con la palabra "desafío" se subraya las posibilidades que entraña la energía nuclear para contribuir a la solución de los problemas energéticos del mundo.

Jul 1, 1983

By Silvio Hernández Aquije

Desde el descubrimiento del metal vanadio en carbones (asfaltitas) en Yauli, Junín, el Perú se convirtió en su principal productor. Posteriormente apareció, Minasragra, cuyo principal déposito aperturó un nuevo campo industrial y tecnológico en el Perú. Sin embargo, este no tuvo un manejo adecuado que terminó por agotarse en dicho yacimiento. En ese sentido, el presente texto busca reactivar su producción a través de nuevas exploraciones, explotación y se comercialize los nuevos productos que resulten del tratamiento.

Jul 1, 1973

By Silvio Hernández Aquije

El presente texto señala el plan de desarrollo de producción del vanadio, su industrialización y mineralogía a través de medidas que promuevan la explotación del metal. Asimismo, dentro de los métodos de explotación tenemos los de destilación y flotación sola, los cuales buscan destilar las asfaltitas para obtener por un lado materias volátiles y por otro, coke, así como el tratamiento mineralúrgico para el beneficio de cenizas vanadíferas.

Sep 1, 1973