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  • SME
    Basic Design Problems For A Large Concentrator

    By Wayne D. Gould

    Planning for a project does not start with the announcement of the approval for a project. Planning actually begins when the project is only a prospect and it involves the years of experience of many

    Jan 1, 1975

  • SME
    Conveyor Pulley Specifications For Aggregates

    By D. Keech

    The Conveyor Equipment Manufacturers Association (CEMA) specification B105.1 “Welded Steel Conveyor Pulleys” adequately defines standard pulleys for most aggregate material handling applications. How

    Jan 1, 2003

  • SME
    WEMCO/LEEDS Flotation Column Development

    By John B. Sabey, Vernon R. Degner

    The industrial coal processing trend toward greater fines production, due to mining techniques and customer requirements for reduced ash and sulphur content in the fine coal product, is the basis for

    Jan 1, 1988

  • SME
    Methane Explosion Modeling In The Sago Mine - Preprint 09-092

    By W. McMahon

    Following the Sago Mine accident, the Mine Safety and Health Administration (MSHA) asked the U.S. Army Engineer Research and Development Center to study several possible methane explosion scenarios in

    Jan 1, 2009

  • SME
    Using Dynamic Anisotropy To Improve Resource Estimation

    By K. Zabrusky

    Estimation of high grade epithermal vein deposits can present challenges in correctly representing the continuity of grade within an undulating structure. One solution to this problem is to use dynami

    Feb 27, 2013

  • SME
    Mining Engineering Education Initiatives in Australia

    By Bruce Hebblewhite

    Australia’s Minerals Tertiary Education Council (MTEC) has achieved several successes during its first three years of operation. This initiative was developed through the Minerals Council of Australi

    Jan 1, 2006

  • SME
    The Discovery of the Wild Dog Vein Gold Deposit, Papua New Guinea - A Case Study

    By I. D. Lindley

    The Wild Dog vein gold deposit in East New Britain Province, Papua New Guinea, forms part of a recently discovered 26 km zone of auriferous quartz vein mineralisation. The deposit, which was discovere

    Jan 1, 1988

  • SME
    Wire Rope Sheave Friction Effects on the Takeup Carriage Belt Tension

    By Jeff Poe

    When a takeup weight is offset to the side of a conveyor, a wire rope is commonly routed from the takeup weight through a series of sheaves to the takeup carriage. The friction developed from a series

    Jan 1, 2000

  • SME
    Physical Limnology Of Existing Mine Pit Lakes

    By D. D. Runnells, G. A. Doyle

    The quality of water in mine pit lakes depends in part on the physical limnology, including such factors as thermal and chemical stratification, turnover and the development of anoxic conditions with

    Jan 1, 1998

  • SME
    Subsidence Experiences In The Room-And-Pillar Mines Of The Northern Appalachian Coalfield

    By Kewal K. Kohli, Richard E. Thill, Syd S. Peng

    The results of unpublished investigations into surface subsidence from coal mining in the Northern Appalachian Coalfield are summarized. These investigations were carried out by various coal companies

    Jan 1, 1982

  • SME
    Development Of Experimental Procedures To Analyze Copper Agglomerate Stability

    By K. A. Lewandowski

    The efficiency of heap leaching is reduced by poor solution flow characteristics (i.e., channeling and ponding) that result from fines migration. Agglomeration of the ore can immobilize fines, but for

    Jan 1, 2008

  • SME
    Ghana: Gold, Diamonds And More

    By K. Grubaugh

    Ghana’s physiographic and geologic features are the basis for its long mining history. The Gold Coast colony has been a significant producer of gold. The gold of the Akan forest (Ghana) was a terminus

    Jan 1, 2001

  • SME
    Nonfuel Minerals Projections – Why They Were Wrong

    By Ira Sohn

    This article revisits global projections made in 1981of eight metallic and fertilizer minerals for the year 2000. The objectives here are to quantify the differences between the projected and observe

    Jan 1, 2005

  • SME
    Construction Of The North Dorchester BAY Cso Storage Tunnel In Boston

    By J. Davies

    This paper describes the successful management and construction of the 5.18 m (17 ft) diameter, segmentally lined, North Dorchester Bay CSO storage tunnel in Boston, MA. This 3,300 m (10,830 ft) long

  • SME
    Uranium Mining In Arizona Breccia Pipes –High Grade And Safe

    By K. Wenrich

    The uranium industry has made a dramatic turnaround in the past three years that even the most optimistic economist was not willing to predict during the uranium downswing of the 1990s. Uranium reach

    Jan 1, 2007

  • SME
    Energy Conversion Processes With Intrinsic Co2 Separation

    By R. Leithner

    The need/wish to sequestrate CO2is based on the assumption of the International Panel of Climate Change (IPCC), that CO2 maybe the major driver in climatic changes, i.e. especially the anthropogenic C

    Jan 1, 2004

  • SME
    National Minerals Policy Practices: Key To Minerals Supply In Europe

    By H. Wagner

    Recently a detailed study ?Minerals Planning Policies and Supply Practices in Europe? has been completed. The study, conducted on behalf of DG Enterprise, demonstrated that there are very few written

    Jan 1, 2007

  • SME
    Roadheader Tunneling and Microtunneling in Low Strength Claystone at Standley Lake, Colorado

    By Glen Church, Don W. Deere, Christoph M. Goss

    The Standley Lake Dam Rehabilitation Project in Colorado included the complete replacement of the outlet works. This required two 1.8m (6 ft) diameter microtunneled wet lake taps, 380m and 186m (1246

    Jan 1, 2005

  • SME
    Liebherr?s T282 B trucks operating in Brazil

    In September, a fleet of 363-t (400-st) Liebherr trucks became operational in Brazil and have already begun moving iron ore in Para state. Prior to the arrival of the the trucks the Brazilian fleet

    Jan 1, 2010

  • SME
    An Evaluation Of The Strength Of Slender Pillars

    Pillars with width to height ratios of less than 1.0 are frequently created in underground hard rock mines. The strength of slender pillars can be estimated using empirically developed equations. Ho

    Jan 1, 2006