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Summary and ConclusionBy R. V. Ramani, V. T. Burgos, J. A. McClay
Summary Cost models have, long been confined to the accumulation and analysis of static-data.. While historical and time study data are valuable for control of existing operations, for new systems
Jan 1, 1975
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IC 6129 Sampling Dust In Rock-Dusted MinesBy C. W. Owings
When explosions have occurred in mines where rock dust has been used to some extent, generally to a very limited extent, the press has immediately characterized those mines as "rock-dusted." To person
Jan 1, 1929
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Best Practices For Underground Diesel Emissions - NIOSH And The Coal Diesel Partnership Recommend Practices For Successfully Using Ceramic Filters To Control Diesel Particulate EmissionsBy Larry Patts, Michael J. Brnich
Approximately 45% of U.S. coal is produced from underground mining. The use of diesel engines to power under- ground mining equipment has steadily increased over the past four decades in an effort to
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RI 9456 - Self-Contained Self-Rescuer Field Evaluation: Seventh-Phase ResultsBy Nicholas Kyriazi, John P. Shubilla
The National Institute for Occupational Safety and Health, National Personal Protective Technology Laboratory, has undertaken a study to determine how well self-contained self-rescuers (SCSRs), deploy
Jan 3, 2002
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IC 7321 Accident Experience Iron-Ore Mines - Lake Superior District 1940-43 ? IntroductionBy Frank E. Cash
The iron-ore ranges in the Lake Superior district are the liarquette in Michigan, Menominee and Gogebic in Michigan end Wisconsin, and the Vermilion, Mesabi, and Cuvuna in Minnesota. These ranges prod
Jan 1, 1945
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RI 9567 - In Situ Stress at the Lucky Friday Mine (In Four Parts)By M. J. Beus, M. K. Larson, J. K. Whyatt
U.S. Bureau of Mines researchers reviewed an in situ stress estimate developed from measurements of overcore strain taken at test sites on the 7300 and 7500 levels of the Star Mine near Mullan, ID. Al
Jan 1, 1995
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IC 6378 Shaft Sinking At The Sevier Valley Coal Co. Mine ? IntroductionBy H. Tomlinson
The development of the Sevier Valley Coal Co.'s mine marks the opening of the Salina Canon coal district in Utah. The mine is favorably located with respect, to the existing markets of the West,
Jan 1, 1930
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RI 3786 Spot Test for the Separation of Aluminum Bronze from Manganese BronzeBy R. B. Corbett
"INTRODUCTION Aluminum and manganese bronzes as a group, may be separated readily from other copper-base alloys by experienced sorters. However, separation of aluminum bronze from manganese bronze is
Nov 1, 1944
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RI 6787 Cell With Four Variable Compartments For Rapid Infrared AnalysisBy Willis Beckering
The Bureau of Mines designed a cell having four variable compartments in series to facilitate analysis of multicomponent mixtures. Use of the cell considerably decreases the time required for differen
Jan 1, 1966
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RI 8324 Tracer Gas Method for Measuring Leakage Through Mine StoppingsBy J. E. Matta
The Bureau of Mines has developed a tracer gas method for measuring leak-age through permanent mine stoppings. In this method, a temporary brattice is erected in the same entry as the leaking permanen
Jan 1, 1978
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IC 7056 Reducing "Nipping" Hazards When Tramming Coal-Mining MachineryBy E. J. Gleim
In the movement of self-controlled direct-current machinery, particularly shortwall cutting, machines, from one place to another in coal mires, "nipping" or it stinging" has been practiced quite commo
Jan 1, 1939
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Development Of Crimp Connector And Splice-Insulating Kit For Trailing CablesBy Walter J. Frank
Thls report summarizes work done under Bureau of Mines contract H0357100, "Development of a Crimp Connector for Trailing Cable Splices." The purpose of this effort was to establish optimum connector d
Jan 1, 1979
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RI 3523 Differential Grinding Of Alabama Iron Ores For Gravity ConcentrationBy Will H. Coghill
Recent work on beneficiation of the .Alabama red iron ores and ferruginous sandstones has brought out interesting new facts on particle-size reduction that axe a valuable supplement to what is already
Jan 1, 1940
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Appendix F - Government Offices Contacted During SurveyBy David Hoadley, Kenneth R. Maser, Ashok B. Boghani, James E. Billar, D. Randolph Berry, Mackenzie Burnett, Robert H. Trent
APPENDIX F GOVERNMENT OFFICES CONTACTED DURING SURVEY 1. MESA Inspection Offices North Central District Duluth, Minnesota South Central District Dallas, Texas Rolla Subdistrict Rolla,
Jan 1, 1976
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Improved Three-Component Borehole Gage For Measuring Stress In Mines - ObjectiveTo improve the reliability of the Bureau developed bore-hole gage now widely used to determine the absolute state of stress in rock. Approach Use the knowledge gained by extensive field tests to
Jan 1, 1982
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Expert System For Determining The Spontaneous Combustion Potential Of Coal - ObjectivePredict the spontaneous combustion potential of a coal, using an expert system computer program. Background Approximately 15% of underground coal mint fires in the United States are attributed t
Jan 1, 1992
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RI 7031 Developing A Thermochemical Model For The Iron Blast Furnace - Measurement Of Rate Coefficient For Reduction Of Iron Ore Pellets In A Packed BedBy Hillary W. St. Clair
The effective coefficient for rate of reduction of a sample of granular iron ore may be determined by passing the reducing gas through a bed of the are at constant flow rate and periodically analyzing
Jan 1, 1967
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RI 6030 Problems In Substituting Titanium For Manganese In Steel - SummaryBy P. G. Barnard
The Nation's steel industry is largely dependent on shipments of manganese from foreign sources for steel production. An adequate substitute for the manganese requirements of our present steel te
Jan 1, 1962
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RI 9471 - Transverse-Mounted End-Cab Design for Low-Coal Shuttle CarsBy Alan G. Mayton
A prototype end-cab shuttle car (SC) design has been developed to improve protection and address ergonomic concerns of the SC operator in low coal mines. The new design features an end cab transversel
Jan 1, 1993
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Mapping Hazards With Microseismic Technology To Anticipate Roof Falls - A Case StudyBy Thomas E. Marshall, Timothy Batchler, Anthony T. Iannacchione
As the amount of new fractured surfaces or "damaged rock layers" within roof rock increases, the stability of the rock mass decreases. While direct measurements of this phenomenon are not easily made,