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By R. J. Lee

Asbestos analysis is conceptually simple. The objective, in most environmental analyses, is to determine the number of asbestos fibers per unit area or volume in a sample. The sample may be a consumer product, an ambient air sample, or a water sample. This determination is complicated by several factors including sample collection and preparation, counting techniques, and the operational definition of asbestos in use. Three different definitions have been used in the study of environmental samples; these are summarized in Table 1. [ ]

Jan 1, 1979

By George K. Foster, Charles D. Borror

THE Jeffrey mine of the Canadian Johns-Manville Co., Limited, is in the town of Asbestos, situated approximately 100 miles northeast of Montreal and about the same distance southwest of Quebec, in Richmond County, Quebec. Mining operations were started in 1881 on outcrops on a hill, as a side-hill cut, followed by a second and third cut. This development was the forerunner of the present large open-pit operations, the mine now ranking as the largest openpit asbestos mine in the world. Operations were first carried on by hand, then by horsepower and later by stem cableways. By 1924 the derrick spans, 2000 ft. or more long, became unwieldy. To overcome this, and also to eliminate hand labor as much as possible, steam shovels and railroad haulage were introduced. The steam shovels were replaced in 1928 by larger electric shovels of the full-revolving type. THE ORE BODY The ore body is a serpentinized peridotite rock mass. The chrysotile fibers form a network of veins throughout, varying from microscopic width to two or more inches measured across the veins (Fig. I). These veins may be continuous for a few or many feet; they may increase or decrease in width within a few feet. The veins in which the fibers occur perpendicular to the veins are known as cross fiber. Those in which the fibers lay parallel to the veins are known as slip fiber. The cross fibers are of better quality, and more in demand. The majority of the fiber [ ]

Jan 1, 1946

By G. Nash

Despite further declines in production for some producers, 1986 proved to be a landmark year for the asbestos industry. The key event was the adoption of The Asbestos Convention by the Inter- national Labour Organization (ILO) and its 150 member countries. The document, entitled "Safety in the Use of Asbestos", reaffirms the international consensus on the "controlled-use" approach to chrysotile asbestos regulation. The decision of the ILO has come at a critical point in time. It represents a major turning point and provides an important building block for the long term future of the asbestos industry.

Jan 1, 1987

By Takefumi Takuma, Hiroyuki Nishimura, Shigeru Kambe

"Japan’s Great Tohoku Earthquake and the immediately following tsunami of March 11, 2011 killed more than fifteen thousand people and destroyed numerous buildings and infrastructures in the northeastern part of the country.In addition to reconstruction projects in the areas where the earthquake and tsunami hit, other seismically vulnerable regions in the country have started building new and more robust facilities as well as upgrading existing coastal structures so they will be able to cope with such deadly seismic and hydraulic force. This paper will highlight two different types of aseismic and anti-tsunami levee upgrades currently under construction on the coast of Kochi Prefecture, approximately 500 miles west of Tokyo. The first type is the installation of double sheet pile walls in existing seawalls. The second type is to drive tubular piles into existing levee structures for reinforcing them. Both sheet and tubular piles are being driven by the Press-in Piling Method without removing or compromising the function of the existing structures. 1. BACKGROUNDGreat Tohoku Earthquake of March 11, 2011 caused severe damage to many structures. ASCE’s survey of damaged coastal structures conducted immediately after the disaster by Ewing, et al. (2014) categorizes failure modes of the structures in the following manner.?Overtopping without structural failure.?Overtopping with structural damage or failure.?Wave uplift forces.?Movement of structure off foundation from sliding, rotation, or overtopping.?Impact loads.?Hydrostatic pressure.?Supercritical flows.?Scour.?Erosion.?Abutments end effects.?Subsidence."

Jan 1, 2017

By J. X. Wu

An investigation on the seismic damage to buildings with pile foundations in Tianjin region, was conducted after the earthquake which hit Tangshan in 1976. It showed that most pile-founded buildings have an excellent aseismic capacity. In this paper, several pile-founded projects suffering the seismic damage are introduced as examples, simplified calculations are made of the vertical bearing capacity of pile foundations and of the horizontal seismic force, and suggestions are presented in conection with the design of pile foundations in the liquified ground soil. The paper shows a frame structure which has a plie foundation with a box-shaped base. Analyses if its response to the earthquake has been carried out in accordance with the F.E.M. and results have been obtained.

Jan 1, 2010

By D. Renda

With thise Process of obtaining a solid fuel which is both ecological clean and has a high calorific value by a two-stage method of enriching preferably type lignitic coals to remove a high content of all sulphurs, incuding organic sulphur, which method comprises converting the coal to a semi-coke from followed by magnetic separation. In the Experiments given the best results the washed lignite coal in the West-Turkey, Tavsanli- Region, size -3.35 mm on dry basis. In the microscopic studies of the brigh-thin cross-section taken from the samples of sulfur min-erals pyrite in the dimension of 2~50 micrometers and melnicovite 10 micrometers particles. An thermal treatment an semi-coking themperature between 370°C to 650°C give the best Result of 480 °C. The oxidation and decomposition of sulphur minerals pyrite and melnicovite in lignite coal proceed the iron oxides Fe2O3 and pyrrhotite FeS on the surface layer. The Magnetic Seperator (Rare Earth Magnetic Separator, REMS) is capable this two form of sulphur, including organic and inorganic sulphur, in semi-coke and resulted in the magnetic-fraction in REMS. The non-magnetic-fraction remove total sulphur by 68 %, ash by 44 % and increase the upper calorific value in 15 %. The clean lignitic coal can be utilized in human or energy power stations.

Jan 1, 2014

By E. A. Sondreal, F. I. Honea

This paper summarizes coal and ash properties and pilot-plant results for 14 key lignite seams in the Gulf Province, as well as discusses operating problems encountered by the four Texas power plants burning Gulf Province lignite. Some consideration is given to the design of future power plants.

Jan 1, 1982

By Gilbert Thiessen

THE purposes of this paper are (1) to show that the mineral matter content of coal is satisfactorily represented by the Parr formula; that is, Mineral matter = 1.08 Ash + 0.55 Total sulfur (2) to compare ash-to-mineral-matter ratios with factors by which ash values must be multiplied in order that dry, factor-times-ash-free values shall equal Parr unit coal values; (3) to examine such ash-correction factors and to compare them with similar factors corresponding to certain simplifications or modifications of the Parr formulas and (4) to show that ash-correction factors used for simplification in calculating approximate unit coal calorific values cannot be. correctly used for the conversion of other determined values in an analysis to the unit coal basis, but that each type of calculation requires separate treatment in simplification.

Jan 1, 1934

By Dan Ifrim, Andre Solecki

Tunneling could be a major challenge to tunneling contractors as tunneling operations can be seriously affected by the Tunnel Boring Machine (TBM) performance. Specifying the appropriate TBM methodology, selection of systems and features, is critical for managing tunnel risks and contribute to successful tunneling project. The paper analyzes tunneling records from the recently completed City of Toronto’s Ashbridges Bay Treatment Outfall tunnel project and underlines the righteous selection of the TBM type and associated TBM systems in achieving good advance rates during tunnelling and managing project risks. The paper intends to draw attention of a few aspects of TBM technical specification importance and highlight the lessons learned from this process.

Jun 13, 2023

By A M. Sherwood

The Otago and Southland lignite deposits represent by far the largest known fossil energy resources in New Zealand. Despite their size they have remained virtually untouched since exploration in the 1970s and 1980s defined their extent. In total there is an estimated 10.9 billion tonnes of lignite in 13 defined fields in Otago and Southland. Much of the exploration work only targeted seams at shallow depth and it is highly probable that there are further resources at depth in the fields that have been explored to date.   L&M Lignite Limited (L&M) holds exploration permits over a number of lignite deposits and is currently engaged in pre-feasibility studies to investigate the potential of the lignites for gasification. L&M is focussing its studies on the Hawkdun and Ashers-Waituna deposits. Coal quality in these deposits, particularly Ashers-Waituna, is highly suitable for gasification. In total the two deposits contain 1647 Mt of potentially recoverable lignite. L&M has engaged a variety of consultants to progress this project. The Hawkdun and Ashers-Waituna deposit databases have been re-evaluated and the resources remodelled. Further drilling has been carried out and the coal quality database has been expanded. The baseline project is to develop a mine to feed a plant that will produce liquids, specifically low-sulphur diesel and naptha, using the Fischer-Tropsch process. The project anticipates a staged development of 10 000 barrel per day units, each requiring mining at the rate of 12 700 tonnes of lignite per day. The production of other products including ammonia-urea, methanol, hydrogen and electric power is also under study.

Jan 1, 2005

Presentation Outline Introduction Deposit Characteristics Geology Grade, Value and Tonnage Estimates 2006 Advanced Program Drilling Bulk Sampling DMS Test Facility 2006 Exploration Summary

May 1, 2006

By Pedro Tumialán

Los yacimientos mineralizados metálicos de la cordillera de Huayhuash se hallan en rocas estratificadas del cretácico medio, discordantes y algunas veces concordantes con la estratificación en rocas ígneas del terciario. En ese sentido, el presente texto describe el estudio de esta asociación mineralógica a través de la división de tres áreas: zona de Pacllón (sur), zona de Huallanca (central este y norte), zona de Tucu Chira (central oeste); en una extensión total de 60 por 45 Km. Asimismo, los minerales económicos se hallan con otros no económicos, deduciendo una serie de guias mineralógicas para la exploración minera.

Sep 1, 1976

By David F. Gearhart

The Burrell Can1 is a thin, steel, tubular shell filled with aerated concrete that is used as a roof support in coal mines. The Can height is always shorter than the mining entry, so it is capped with wooden timbers and wedges when it is installed. This combination of the Can and the wooden header is a standing support system that is designed to yield in a controlled manner and exhibit a constant yield, or elastic-plastic behavior. The Burrell Can is capable of withstanding 20 in or more of vertical convergence and 15 in or more of horizontal displacement. Because of this exceptional ability to sustain load through extended convergence and displacement, it is one of the most robust standing supports in use today. The National Institute for Occupational Safety and Health (NIOSH) conducted testing on seventeen Burrell Cans in 1995, during development of the support where the ratio of the height to the diameter, or the aspect ratio, was between 2:1 and 4:1. Based on the results of that testing, it was suggested that the standard aspect ratio of the Can be less than 5:1. This suggestion is intended to preserve the overall stability of the Can, which will help to maintain the initial stiffness and prevent load shedding. Recently, the necessity of the aspect ratio has been questioned, and this issue will be addressed in this paper. Since the initial development and introduction, more than 130 tests of the Can have been conducted at the NIOSH Mine Roof Simulator (MRS), and 25 of those specimens had aspect ratios greater than 5:1. The 18-in-diameter by 10-ft-tall specimens had the largest aspect ratio, 6.67:1.However, the aspect ratio is not the only parameter that affects the performance characteristics of the Can. Multiple factors, such as the use of different wood species, the use of different header or footer configurations, and the use of pedestals, as well as biaxial loading conditions can also decrease the stiffness and capacity of the Can. Data from full-scale tests that include these other factors are analyzed to show that the initial stiffness is primarily affected by the roof and floor contact configurations. Furthermore, load shedding is more likely to occur or begin earlier when the aspect ratio is greater than 5:1 and one or more of the other factors are present.

Jan 1, 2012

By José Murilo Mourão

A pelotização de minério de ferro hematítico demanda grande quantidade de calor para a produção de pelotas de boa qualidade. Avalia-se, neste trabalho, a quantidade teórica de calor, necessária para a queima de três tipos característicos de pelotas, e destacam-se pontos importantes do processamento de queima nos fornos de pelotização, no sentido de otimizar o consumo de calor..

Oct 30, 2017

By Jorge Vargas Fernández

El presente artículo describe los aspectos técnicos, folklóricos y tradicionales que comprende la minería boliviana, particularmente Potosí y Oruro. El nombre de Potosí deriva del término quechua "sumaj orcko" que significa "cerro hermoso" y se remonta al siglo XVII donde fue considerada como la ciudad más grande del continente americano. Asimismo, se edificó sobre las ciénagas del Photoj Unu donde para desecarla, se construyeron los mitayos, una ancha y profunda zanja conocida con el nombre de QUINTUMAYU. Para ello se gastó parte de los "quintos reales", que eran los impuestos de la quinta parte sobre lo que producía el cerro y cada minero pagaba en beneficio de la Real Hacienda. Posteriormente, la construcción de calles y plazas se realizó sin allanar las escabrosidades del subsuelo, donde no se consideró un sentido estético, conviritiéndose en un laberinto de calles estrechas y desordenadas. En 1572, se construyó la primera casa de amonedación y se realizaron festividades como la del Corpus Finalmente, la minería boliviana se dedica a trabajar estaño, wolfram y en menor proporción .antimonio, plomo, zinc y plata, donde exsite poca inversión extranjera debido a problemas políticos y la mediana y pequeña empresa es de propiedad total de los bolivianos.

May 1, 1979

By Peter Edmunds

Durante mucho tiempo, la perforación subterránea se adaptaba a la energía eléctrica. Actualmente, la transición se sufre en la perforación de la superficie. En este sentido, el presente texto describe algunos aspectos de la perforadora hidraúlica de percusión -en tanto posible perforadora del futuro. Las aplicaciones posibles de las perforadoras hidráulicas de percusión en la perforación de superficie son: la perforación de banqueo de alta producción en canteras, perforación secundaria en minas metálicas a cielo abierto, explotación de minas de carbón a cielo abierto, construcciones importantes y otras obras de ingeniería civil. Asimismo, este tipo de perforación tiene futuro donde la productividad es alta y los costos de rendimiento bajos. De otro lado, al comparar las ventajas de la energía hidráulica y la neumática en la perforación de superficie, se considera como productiva la primera -en tanto existe una mayor capacidad, un mejor ambiente laboral y unos costos de operación más bajos.

Jan 1, 1980

By David Córdova R.

Dado que el método de minado empleado por la compañía Perúbar en la mina Juanita generaba ciertos riesgos de inestabilidad y dificultades operacionales, se propuso un nuevo método de explotación de minado: el de corte y relleno mecanizado por subniveles, cuyo sistema está clasificado como un método de explotación especial y de alta recuperación del yacimiento. En este sentido, el presente texto describe los beneficios de este nuevo método -en tanto ofrece una resistencia de relleno cementado en la masa rocante, así como la estabilidad de los materiales en el relleno hidráulico de los tajeos secundarios.

Aug 26, 1988

By Donald Carlisle

El presente texto revisa los costos, utilidades, cantidades y velocidades de "recuperación" en el empleo de la mena. La mena debe ser explotaba con beneficio -en tanto se trabajan las minas para obtener de ellas un beneficio. Cuando un geológo trata de aplicar la definición citada a una situación concreta, ya no hay simplicidad. Para ello, es necesario explicar cómo se fija la ley marginal, la máxima profundidad de minado, la recuperación porcentual óptima y otros márgenes similares cuando no hay procedimientos rutinarios establecidos. Sobre esta base se calcula la utilidad diaria, tonelada, o total del yacirniento y si este implica una ganancia mínima o no.

Mar 1, 1959

By Donald Carlisle

El presente texto describe las relaciones entre costos, utilidad, cantidades y velocidades de "recuperación" de la mena, así como se consideran las leyes marginales y su velocidad de la recuperación en las minas.

Jan 1, 1970

By Carlos Soldi

El presente texto señala el costo de un sistema de ventilación de una mina subterránea a través de los factores como: los costos fijos, variables, los efectos de las dimensiones de aire y el costo del equipo de ventilación. Así el costo de un sistema de ventilación tiene un componente fijo constituido por la inversión inicial requerida para practicar las excavaciones que forman la red de ventilación y comprar e instalar el equipo de ventilación. A este se agrega el costo de mantenimiento y operación del sistema (componente variable del costo total). Por ello, es necesario analizar ambos costos y así comparar las alternativas reales.

Jul 1, 1983