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Potential for Placer Gold Offshore Lunenburg County, Nova ScotiaBy M. C. Rockwell, G. F. T. Lay
Promising placer gold exploration sites offshore Lunenburg County are drowned pre- and post-glacial river channels and auriferous glacial tills. Gold values up to 5.67 9/m3 have been encountered in th
Jan 1, 1988
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SAG mill operations at Kidston Gold MinesBy J. Bartrum, A. Bowler, G. Butcher
The purpose of this paper is to outline the design, specification, and operation of the 8.5-m- diam (28-ft-diam) SAG mill commissioned at Kidston Gold Mines during January 1985. Amenability of Kidston
Jan 1, 1987
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The Newmont Gold Roaster-Materials Of ConstructionBy T. Tempel
In 1994 Newmont Gold Company commissioned a 2.5 Mt/a refractory gold ore roasting plant near Carlin Nevada. Many unique characteristics of this facility required use of specialized materials of constr
Jan 1, 1997
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Impacts Of The No- Blasting Specification On The Deep Tunnel Project Chicago, ILBy V. Rajaram, D. P. O’Connor, L. Sakamoto
In 1988, the Metropolitan Water Reclamation District of Greater Chicago (MWRD) imposed a no-blasting specification (blasting is restricted to the construction shaft and shaft bottom or boot) on the De
Jan 1, 1993
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New Developments In Gold Leaching Using Hydrogen Peroxide As Oxygen SupplierBy J. Lorosch
Improvement of current leaching technology was found necessary when processing ores which are more difficult to leach because they generate highly viscous, air-rejective pulps. Cyanidation of these pu
Jan 1, 1988
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Recent Trends in Procurement of Tunnel Projects in the United KingdomBy Richard L. Patterson, Alan P. Finch
Twenty years ago, when tunnel projects in the UK were generally procured by the public sector, many were completed late and over budget. Now a significant proportion of new infrastructure is devel
Jan 1, 2003
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Effect of frother type and concentration on the water recovery and entrainment recovery relationshipA study was undertaken to determine the effects of five industrial frothers on the relationship between entrainment recovery and water recovery. The experiments were conducted using a Batequip rectang
Jan 1, 2002
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Kemano Power TunnelBy Kenneth R. Dickson, I. Michael Gowring, Gary M. Davey
The Kemano Power Tunnel is currently being constructed by a joint venture of Atkinson, Kiewit, and Commonwealth. The 5.73 m diameter, 16.1 km long tunnel is part of the Kemano Completion Project in Br
Jan 1, 1991
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A Computerized Approach for Assessing the Visibility From Underground Mobile Mining EquipmentBy E. William Rossi, Audrey F. Glowacki, Richard L. Unger
The U.S. Bureau of Mines has developed a graphics-based computer model to assess operator visibility for continuous miners, shuttle cars, and scoops. Using digitized drawings of the machine, the progr
Jan 1, 1992
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Computer and Software Use in the U.S. Coal IndustryBy R. Larry Grayson
A survey of 1250 surface and underground coal mines across the United States was made according to a stratified sampling technique based on national coal districts. A total of 171 responses (13.7% res
Jan 1, 1989
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Improving Gold Recovery Using Dupont Activator Technology: Case StudiesBy Jeffery S. Thompson, Harry Hinds
Recent advances in the development and application of the DuPont Activator Technology are discussed. Activators are catalysts of gold dissolution in cyanide solution. Plant testing of this technology
Jan 1, 1997
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Polymer Agglomeration Testwork - Results To DateBy Ian Larkins
The Ruby Hill Mine agglomerates crushed low-grade ore (nominally -1 .5'') with high-grade filtered tailings (filter cake, nominally 80% -65#). Cement is added as a binding agent. The agglomerated ore
Jan 1, 1999
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Concentration Of Magnesite In IranBy H. Nematollahi
Numerous magnesite deposits are found in the south part of Khorasan state, east of Iran. During the past few years, production of high-grade magnesite ore was possible only by using selective mining m
Jan 1, 2003
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Building and Shipping Autoclaves for Remote Refractory Gold Plants: What can be AchievedBy Len H. Steele
To date VMD have designed, built and supplied nine autoclaves to various mining companies in Canada, the US, and Papua New Guinea. Initially, completely fabricated and lead lined units were shipped.
Jan 1, 1992
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Arsenic Removal from Drinking Water by Limestone-Based MaterialBy A. D. Davis, D. J. Dixon, J. L. Sorenson, C. J. Webb, S. Dawadi
Limestone-based material appears to be an effective arsenic removal process that has great potential for source reduction in drinking water. Limestone-based material offers several benefits to the dr
Jan 1, 2006
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Improved Communications IncreaseCoal Output by 20%The American Mining Congress International Coal Show, this year’s largest gathering of coal industry leaders, convened May 5-8 in Chicago. Against a 73 000-m2 backdrop of the coal industry’s most pro
Jan 7, 1980
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Tunnel Boring Machine Concept for Converging GroundBy Rock M. Poulin, Bruce G. Moulton, Daniel E. Nowak, David T. Cass
The Yacambu Irrigation Tunnel Project of 34 km, 5 meter diameter circular and horseshoe section, has been under construction since the early 1970's. Notable among the excavation challenges is hig
Jan 1, 1995
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Kinetics of the Leaching of Antimony Oxide Ore in Aqueous Hydrochloric Acid SolutionsBy Y. Topkaya, R. E. Johnson, B. R. Palmer, Jia-Jun Ke, Da-Ping Kang
The kinetics of the leaching of antimony oxide ore (Sb2O4) in aqueous hydrochloric acid solutions has been investigated. This dissolution reaction is a heterogeneous solid-liquid reaction. It has been
Jan 1, 1993
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Methods for assessing effects of longwall mining on surf ace subsidenceBy G. A. Hazen, S. M. Sargand
This study monitored longwall mining subsidence profiles over three panels that were mined beneath state highways in southeastern Ohio. The average maximum subsidence was 1.07 m (3.5 ft). The average
Jan 1, 1987
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Ground Deformations Ahead Of And Adjacent To A TBM In Sheared Shales At Stillwater Tunnel, UtahBy David A. Roberts, Edward J. Cording, James W. Mahar, Robert A. Robinson, Noppadol Phienweja, Harvey W. Parker
Horizontal inclinometer and deflectometer casings were used to measure deformations up to 15.2 m (50 ft) ahead of and adjacent to the heading in highly fractured and sheared shales at the Stillwater T
Jan 1, 1985