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Precious Metal Recovery Using Sluice Boxes in Alaska and CanadaBy James A. Madonna
Information gathered while studying geological parameters that govern fine gold deposition in the a1luvial environment can be applied to the technological development and selection of fine gold recove
Jan 1, 1988
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Critical minerals to the European Union economy: Poland - A case studyBy B. Radwanek-Bak
The assurance of future raw materials supply to the EU mineral industry has become, in recent years, one of the most important tasks of the EU Commission. It is focused on creation a new mineral polic
Jan 1, 2011
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Electrostatic Fogging Suppresses Respirable Rock Crucher DustElectrostatically charged water droplets efficiently suppress breathable dust produced during open air rock crushing operations, according to recently completed independent tests conducted for the Env
Jan 6, 1981
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Practical Geostatistics At Newmont Gold: A Story Of AdaptationNewmont Gold's methods for deposit modeling vary, depending on geology, mining and processing methods, economic feasibility and availability of historical information. It is argued that successfu
Jan 1, 1998
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Narrow Vein Long Hole StopingDue to deposit shape and dimension, narrow vein makes reserve modeling, geological control, stope design, drill and blasting more challenging. It needs high standard quality control as errors can be c
Jan 1, 2012
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Occupational Health And Safety Are Prerequisites For Efficient ProductionBy D. Sohn
Work accidents have an essential impact on the economy of a country and in final consequence on each company. The main purpose of industrial OHS is to maintain and promote the health of all employe
Jan 1, 2007
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Uranium Solvent Extraction From Acid Sulfate Leach Solutions Using Tertiary AminesBy G. Kordosky, A. Feather, M. Virnig, P. Crane
Introduction The post World War II nuclear arms race and interest in nuclear power generation resulted in a significant demand for uranium in the 1950’s. This led to the development of uranium solve
Jan 1, 2007
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Testing For Autogenous And Semi-Autogenous Grinding - A Designer's Point Of View ? IntroductionBy D. J. Barratt
The application of autogenous and semi-autogenous grinding circuits in recent years has contributed toward substantial savings in capital and operating costs compared to conventional circuits, particu
Jan 1, 1985
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Installing Cyclones on the Primary Grinding Circuit at Cyprus SierritaBy Leonard N. Hill
Cyprus Sierrita Corp. has 16 parallel 5.03 m-diam x 5.8 m long (16.5 ft-diam x 19 ft) primary ball mills, each operating in closed circuit with a nest of cyclones. Before the upgrade to 840 mm (33 in.
Jan 1, 1994
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Selecting a Minicomputer From a ManufacturerBy David van Cleave, David L. Rome
Whether you buy your minicomputer from a manufacturer or another vendor, the first thing you must do is define your needs. With good planning, the initial cost will be low and your return on investmen
Jan 11, 1981
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More Than 500,000 Attend bauma 2007Things are going well in the mining and construction industries world-wide. So good are things that from April 23 to 29 more than 500,000 visitors involved in those two industries attended the bauma 2
Jan 1, 2007
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Geologic Investigation Of The Muskeg River Mine, Ft. McMurray, AlbertaBy M. Fustic, A. H. Paul
The geology of the Muskeg River Oil Sands Mine is described to demonstrate how geologic modeling aided in resource evaluation and material characterization during the feasibility and construction stag
Jan 1, 2002
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Effectiveness Of Pennsylvania’s Remining Program In Abating Abandoned Mine Drainage: Part 2 - Efficacy Of Best Management PracticesBy J. W. Hawkins, K. B. C. Brady, K. Miller, J. Cuddeback
Remining of abandoned coal mines in Pennsylvania requires the implementation of pollution abatement and mining techniques called Best Management Practices (BMPs). Water-quality data from over 100 remi
Jan 1, 2002
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Application of Ground Freezing for Underground ConstructionBy Helmut Hass, Michael S. Shultz
For many tunneling, deep shaft and deep excavation projects ground freezing is one of the best if not the only technique available to create a watertight and load bearing temporary support system in s
Jan 1, 2005
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Evaluation Of Materials And Technologies Used In Mine Shafts Reclamation In Former Uranium Ore Mines In Eastern Germany - Development Of A Technical GuidelineBy F. Schreiter
The Ore Mountains in Germany have a history of more than 850 years of underground mining activity. This has created a situation where thousands of old mine shafts and adits are due for rehabilitation.
Feb 27, 2013
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An Analysis Of Recent MSHA Accident Datafor Underground Metal Mines Using BackfillBy J. B. Seymour
This paper provides an overview of the current use of backfill for ground support in underground metal mines in the United States and a summary of recent accident data reported for these mines by the
Feb 27, 2013
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The Mechanism of Grouting Reinforcement of Broken Rocks Surrounding the Gob-Side Retained EntryIn this paper, uniaxial compression tests were conducted on intact rocks and broken rocks that were reinforced by grouting, and the effects of grouting on the strength of broken rocks were analyzed. T
Jul 28, 2020
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Tunnel Protection by Ground Improvement Prior to Track LoweringBy Ronald E. Triplett, George K. Burke, Bernard H. Voor
To accommodate larger double-stack rail cars through a tunnel, the existing active tracks were to be lowered. The tunnel is an elliptical, horseshoe-shape with concrete base support, removal of which
Jan 1, 2001
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Tailings Transport System Design Using Probabilistic Methods - Mining, Metallurgy & Exploration (2021)By Ian Farrell, Josh Stowe, Eric Wingeard
Tailings transport system design is generally based on identifying the minimum and maximum process boundary conditions for pump selection and pipeline sizing. The approach is robust and well-proven. H
Mar 31, 2021
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South Interceptor Tunnel Construction Using a Lovat EPBMBy Dennis Molvik, Omar Fulton, Chris D. Breeds, Don Gonzales
This paper presents and describes the South Interceptor Parallel Phase III Contract C93012C, which involved construction of a nominal 2.7 m (9-ft) finished diameter sewer conveyance using both pipe ja
Jan 1, 2003