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Kinetics, of Microbiological Production of Ferric Ion for Heap and Dump LeachingBy Jai Ghosh, Aprad E. Torma, Roger Guay
The catalytic effect of ferrous ion in the industrial biohydrometallurgical heap and dump leaching processes is explained. During the bacterial leaching of metal sulfides, ferric ion will partly be hy
Jan 1, 1989
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Extensible Conveyor Systems For Long Tunnels Without Intermediate AccessBy Dean Workman
Long extensible conveyor systems are an important option for efficient tunnel excavation where intermediate access is impractical. The conveyor system designed for the Pula Subbaiah Veligonda Tunnel
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Evinos-Mornos Tunnel – Greece Construction of a 30 Km Long Hydraulic Tunnel in Less Than Three Years Under the Most Adverse Geological ConditionsBy Remo Grandori, Manfred Jaeger, Fabrizio Antonini, Luis Vigl
The EVINOS-MORNOS tunnel project with its 30 km of length is one of the longest hydraulic tunnel in the world realised with TBM method. The adverse geological conditions, the high cover and the sho
Jan 1, 1995
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A New Diatomite Resource In EgyptBy M. I. Al-Wakeel
Nile sediment was collected as a waste from one of the water treatment plants in Cairo, and subjected to petrographical investigation and granulometric, chemical, and mineralogical analyses. It was ex
Jan 1, 2008
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Research Needs In Subsidence Abatement Over Abandoned MinesBy Richard E. Gray
The Office of Surface Mining Reclamation and Enforcement (OSM) is preparing an Abandoned Mined Lands Reclamation Control Technology Hand- book. (l) GAI Consultants, Inc. , recently prepared Chapter 2
Jan 1, 1982
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The Effectiveness Of Several Enclosed Cab Filters And Systems For Reducing Diesel Particulate MatterBy J. Noll
Many underground metal/nonmetal mines are using enclosed cabs on mining equipment to reduce the exposure of miners to diesel particulate matter (DPM). However, some enclosed cab systems may not be me
Jan 1, 2011
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US Bureau of Mines research updateRemote methane detection State and federal regulations require frequent measurements to verify that safe methane levels are maintained in underground coal mines. Ventilation control is the prima
Jan 9, 1987
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Molecular Gate® Adsorption System For The Removal Of Carbon Dioxide And / Or Nitrogen From Coalbed And Coal Mine MethaneBy Micheal Mitariten
The recovery of natural gas (primarily methane) from coalbed deposits is an established and growing source for the U.S and accounts for over 7% of its total production. The gas from on-purpose degass
Jan 1, 2005
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Advances in grid-based numerical modeling techniques for improving gas management in coal minesEffective gas management in coal mines, as well as proper ventilation design, is very important for maintaining the safety of underground coal miners. Advances in numerical modeling techniques have en
Jan 1, 2009
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Linear Behavior Of Rock Joints In Uniaxial Joint Compression TestsBy D. Nutakor
Rock joint stiffness is not only a poorly known parameter, but also has no established laboratory measurement procedure. This paper presents methods used to determine the normal and shear stiffnesses
Jan 1, 2008
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Key Components For An Effective Filtration And Pressurization System To Reduce Respirable Dust In Enclosed Cabs For The Mining IndustryBy A. B. Cecala
Enclosed cabs have been used for many years to isolate workers on mobile equipment in the mining industry for health and safety reasons. These enclosed cabs create a microenvironment for workers where
Feb 27, 2013
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Geology and Politics Determine Mineral Investment ClimateAttractive geology does not guarantee mining investment if a region’s policies are bad, according to mining executives surveyed in the Fraser Institute’s seventh Annual Survey of Mining Companies. Com
Jan 1, 2004
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Importance Of Geotechnical Field Mapping In Assessing The Stability Of Underground ExcavationsBy A. Adu-Acheampong
Stope instability at Ashanti Goldfields Company Ltd. (AGC) is a major concern. Using information from field mapping, major discontinuity sets were defined, Rock Quality Designation (RQD) was determine
Jan 1, 2003
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The Modeling And Simulation Of Bucyrus Shovel, Part 1: Spacial Kinematics And Virtual Prototype Modeling - Preprint 09-122In this study, a 3D model of the shovel motion based multi-body system dynamics in the Automatic Dynamic Analysis of Mechanical Systems (ADAMS) environment was developed. The kinematics model of the s
Jan 1, 2009
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Pushing The Limits Of Gravity SeparationBy Claude Deveau, Stephen R. Young
Introduction Tanco History Tanco is sometimes known as the Bernic Lake Mine. It is located about 180 km east-northeast of Winnipeg close to the Manitoba-Ontario boundary. Tanco operates an undergr
Jan 1, 2005
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An experimental and numerical study of two-way splits and junctions in mine airwaysBy R. K. Jade
Although several studies in combining and bifurcating flows in two-way junctions and splits are reported, deviations persist in the estimated shock loss coefficients (SLCs). Due to their complex natur
Jan 1, 2009
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Performance Characteristics Of Geogrid When Used For Roof And Rib Surface ControlBy D. R. Dolinar
Geogrids can be used as surface control on both the roof and rib in underground mines to prevent the fall of small pieces of rock and material from between the primary supports. The use of screen mate
Feb 27, 2013
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Influence of hydrodynamics on preflotation process in flotation machine Mining, Metallurgy and ExplorationBy W. Pawlos, A. Bakalarz, M. Duchnowska
This paper presents the results of an investigation into the influence of hydrodynamics on a preflotation process for the copper sulfide ore from the Fore-Sudetic Monocline deposits in Poland in a flo
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A preliminary study of the unsteady states of the ventilation parameters at the longwall face during the shearer operationThe ventilation conditions at the underground coal mines are influenced; first: by the disturbances of the natural nature (barometric pressure, methane liberation, etc.), and second: by the disturbanc
Jan 1, 2009
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Grouting For Groundwater Control Milwaukee Inline ProjectBy Edwin F. Shorey, Richard F. Coon, Steven B. Fradkin
Crosstown Interceptor Phase IA is the first deep tunnel element of the Milwaukee Inline Project. The tunnel contract includes 6,492 meters (m) of 9.1-m-diameter tunnel, two access shafts, and partial
Jan 1, 1987