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Avaliação De Fases Microestruturais E Resistência A Compressão De Pelotas De Minério De Ferro Com Diferentes Níveis De SinterizaçãoBy Ana Maria Guilherme Bailon
As fases microestruturais formadas em pelotas de minério de ferro queimadas relacionam-se às características mineralógicas do pellet feed utilizado e determinam propriedades como resistência física e
Aug 16, 2017
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Development Of Demonstration Hardware For Medium Frequency Mine Wireless Communication System – Executive SummaryBy Larry G. Stolarczyk
[STATES REPORT Mining Research Mine Health and Safety Research for Period Ending 30 September 1980 PROGRAM Wireless MF Communication System DATE STARTED January 1980 TPO (USBM) Robert
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The Strategic Application Of Web 2.0 In The Mining IndustryBy Zoë Mullard
The introduction of Web 2.0 platforms (also referred to as social media), with their architectures of participation, has ushered in a new era of technological interaction and information exchange that
Jan 1, 2011
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Comparison Of Seismic Tomography, Strain Relief, And Ultrasonic Velocity Measurements To Evaluate Stress In An Underground PillarBy D. K. Denton, J. M. Girard, D. F. Scott, T. J. Williams
Personnel from the Spokane Research Laboratory, National Institute for Occupational Safety and Health, examined an underground pillar at the Homestake Mine, Lead, SD. Investigations involved strain re
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The Effect of Scandium on the Microstructure of Al AlloysBy Tadashi Aiura, Yasuhiro Miura
"A small amount(0.2mass%) of Scandium(Sc) was added to the 7.NOl and 5083 Al alloys as a refiner and stabilizer of microstructure, and the resulting microstructures were discussed in comparison with t
Jan 1, 2000
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Recovery of Sodium Sulphate from Alkaline Lake Deposits in SaskatchewanBy J. W. Spyker, D. H. Filson, W. H. W. Husband
"Large deposits of sodium sulphate exist in southern Saskatchewan in the brines or muddy crystal beds of alkali Jakes. Currently, more than 300,000 tons per year of sodium sulphate are produced from t
Jan 1, 1966
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IC 8320 Urbanization And Its Impact On The Mineral Aggregate Industry In The Denver, Colo., AreaBy Matthew J. Sheridan
The Bureau of Mines study described in this report was conducted in the Denver, Colo., area (1) to summarize existing conservation practices as related to the most beneficial utilization of deposits o
Jan 1, 1967
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RI 3776 Energies and Equilibria in the Decomposition of Nitrates of Maganese, Magnesium, Calcium, Barium and Aluminum and Reactions of Nitrogen PeroxideBy K. K. Kelley
"INTRODUCTION The Bureau of Mines nitrogen peroxide process (2) 3/ for extracting manganese from low-grade ores is essentially a two-stage process involving the reversible reactionMnO2 + 2NO2 + 6H2O =
Sep 1, 1944
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Subsidence Monitoring - Case History (0d38711c-ff49-495c-b908-b20ac8ac067d)By Dr. Peter J. Conroy
The current study is part of the U.S. Department of Energy's (DOE) on-going subsidence research program. The long-term objective of the DOE program is to develop analytical methods of subsidence
Jan 1, 1982
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Froth Stability and Flotation Performance (7b8a1c74-3cc5-4e7a-aff4-2a34a702138a)By Jan J. Cilliers, Nicolas Barbian, Esther Ventura-Medina
"Froth structure and stability are known to play an important role in determining flotation recovery and selectivity. An industrial sampling campaign was performed to develop a clearer understanding o
Jan 1, 2003
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A Comparison Between Two Models For The Prediction Of Radial Stress Induced By Blasting In RockBy P. R. Pereira
This paper presents a comparison between the simulations of a semi-empirical model and a theoretical model for the prediction of radial stress in rock. The results of the simulations were compared to
Jan 1, 1993
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Dewatering Of Coal Fines Using A Super Absorbent PolymerBy F. Peer
In most coal preparation processes, water is a necessary medium, but the presence of water in coal after it has been cleaned has a negative impact on transportation costs, handling and specific energy
Jan 1, 2003
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RI 6257 Oxidizing Pittsburgh-Bed Coal: Effect Of Processing Temperature And TimeBy M. J. Kovalik
The effect of oxidation by air at temperatures ranging from 200° to 390° C on the change of chemical and physical properties of Pittsburgh-bed coal was studied as a function of processing time and tem
Jan 1, 1963
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Drilled Piers With Base Preloading By Grouting - 1. IntroductionBy Boleslaw A. Klosinski
Drilling of a pier hole is accompanied with stress releasing in the surrounding soil and often with loosening of soil at the pier base. In effect the drilled piers are more deformable than driven pile
Jan 1, 1995
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Copper Refining Electrolyte Purification using SuperLig® Molecular Recognition Technology for Bismuth Removal—The Experience at Birla CopperBy R. L. Bruening, L. Navarro, Izatt. S. R., R. Adiga, R. M. Izatt, N. E. Izatt, A. Sharma, N. R. Patel, B. V. Rao
Bismuth is a notorious contaminant in the electrolytic refining of Cu that can cause cathodes to fail to meet ASTM International standards and not be suitable for use in Cu rod and other downstream pr
Jan 1, 2019
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RI 6046 Differential Sulfatization Of A Georgia Manganiferous Iron Ore ? Introduction And SummaryBy H. P. LeVan
The aced for reliable reserves of the essential element, manganese, has been a continuing concern of the Federal Government for more than three decades. Because of the increasing vulnerability of outs
Jan 1, 1962
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RI 8335 Erosion Testing of Potential Valve Materials for Coal Gasification SystemsBy J. S. Hansen
In support of its objective to conserve mineral resources by minimizing premature failure of materials, the Bureau of Mines conducted a cooperative study with the U.S. Department of Energy on the eros
Jan 1, 1979
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Söderströmstunneln – An Immersed Tunnel Founded on Steel Core PilesBy Frank Haehnig, Kjell-Åke Averstad, Johannes Glückert
"AbstractThe Söderströmstunneln is part of the Citybanan project that is currently under construction in the centre of Stockholm. Main part of the lot Söderströmstunneln is a 300m long immersed tunnel
Jan 1, 2014
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Special Design Considerations for Pressure Hydrometallurgy Pilot PlantsPilot plants for pressure hydrometallurgy represent special design and project execution challenges unique to the industry and to the pilot- and demonstration-scale. Pilot plant projects have differen
Jan 1, 2004
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Tensioned Point Anchor Resin System Versus Non-Tensioned Fully Grouted Rebar - Two Case StudiesBy John C. Stankus
Jennmar Corporation. in an effort to improve mine roof control, has conducted extensive study and research comparing tensioned point anchor resin systems versus the use of non-tensioned fully grouted
Jan 1, 1990