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  • CIM
    Limitations of Safety Arrest Mechanisms for Mine Shaft Conveyances

    By Gorzalczynski. Stan

    The recent trend in underground mine developments is ?big is better?. This is most certainly evident in the mine shaft and the conveyances that operate within its compartments. Today, there are severa

    May 1, 2002

  • AIME
  • SME
    Energy savings on mine ventilation fans using ?Quick-Win? Hermit Crab Technology-A perspective

    By B. K. Belle

    The beginning of 21st century has heralded the global strategic importance, as evidenced by increase in energy prices and energy generation-emission-utilization dilemmas. In January 2008, the South Af

    Jan 1, 2009

  • CIM
    Deep shaft hoisting at LaRonde —The Penna shaft hoisting plant

    By B. McLaughlin

    Agnico-Eagle started sinking the Penna Shaft in 1995 with a hoisting plant capable of hoisting 1800 t/d from a 2240 m deep shaft. Exploration success led to the installation of a hoisting plant capabl

    Jan 1, 2004

  • SME
    Electrophysical Properties, Triboelectric Charge Characteristics And Separation Behaviour Of Calcite, Quartz And Wollastonite Minerals

    By S. Fawell, H. R. Manouchehri

    The main electrophysical properties, i.e., dielectric constant and electrical conductivity, of pure calcite, quartz and wollastonite mineral samples were measured and their triboelectric charge attrib

    Jan 1, 2002

  • AUSIMM
    Triboelectric Separation - Beneficiation of Coal

    Triboelectric Separation - Beneficiation of Coal The performance of triboelectric separators is highly sensitive to the selectivity of the particle charging process. This paper presents a quantitativ

    Sep 13, 2010

  • DFI
    Plastoelastic Analysis Of Bearing Capacity For Soil Anchor

    By Hui Yongning

    This paper presents a simulating test of constitutive relation of soil anchor in laboratory and puts forward a new plastoelastic mechanical model, on which a new calculating formula of elastic and pla

    Jan 1, 1991

  • IIMP
    Optimización de la recuperación de cobre y molibdeno en la concentradora de Toquepala

    By Carlos León

    El presente trabajo señala el proceso de optimización en la recuperación del cobre y molibdeno en la concentradora de Toquepala. La implementación y desarrollo de la remolienda del flujo de concentrad

    Sep 13, 2001

  • NIOSH
    RI 3774 The Composition and Properties of Molding Sands Part 1. The Nature of the A. F. A. Clay Fraction Removed from Natural Molding Sands

    By Louis H. Berkelhamer

    "INTRODUCTION In the present war, with increasing demands on foundrymen for speedy production of sound castings, the role of sand in foundries has paramount importance.Foundry sands include both moldi

    Sep 1, 1944

  • NIOSH
    Nonfuel Minerals Survey Methods

    The Bureau of Mines Minerals Information organization collects worldwide data on virtually every commercially important non fuel mineral commodity. These data form the base for tracking and assessing

    Jan 1, 1984

  • AUSIMM
    L & M Mining Limited - Twenty Years of Alluvial Gold

    Lime and Marble Limited was founded by the late T J McKee OBE and his family in 1935. The Company had its base in the high grade marble deposits on Takaka Hill, and was also shipping crushed limestone

    Jan 1, 1998

  • CIM
    Ensuring Adequate Safety When Using Hydrogen as a Fuel

    By D. Allan Coutts

    Demonstration projects using hydrogen as a fuel are becoming very common. Often these projects rely on project-specific risk evaluations to support project safety decisions. This is necessary becaus

    May 1, 2007

  • SME
    The Deep Underground Science And Engineering Laboratory And The Construction Of Physics Megacaverns

    By C. Laughton

    The Deep Underground Science and Engineering Laboratory (DUSEL) is to be constructed at the defunct Homestake Mine, in South Dakota. As a cornerstone of DUSEL?s research program, it is intended to con

  • NIOSH
    OFR-1(C)-87 Assessment Of Whole Body Vibration Levels Of Coal Miners - Volume III: Low Frequency Vibration Exposure And Seat Performance

    By Paul J. Remington

    The field data gathered as part of the measurements described in Volumes I and II were re-analyzed in the low frequency regime (.1 Hz to 1 Hz) where motion sickness normally occurs. These data were co

    Jan 1, 1984

  • DFI
    Information Construction Technology For Supported Excavation In Urban Construction

    By Sun Jiale

    This paper presents a brief description of information construction technology for supported excavation to assure satisfactory performance of engineered system. As a successful example of application

    Jan 1, 1991

  • NIOSH
    MLA 103-83 - Mineral Investigation Of The Little Sand Spring Wilderness Study Area (BLM No. CDCA-119), Inyo County, California ? Summary Statement

    By Michael S. Miller

    During U.S. Bureau of mines mineral investigations, in 1981 and 1983, no mines, prospects, or mineral resources were identified in the Little Sand Spring Wilderness Study Area (WSA). Placer gold value

    Jan 1, 1983

  • AIME
    The Royal Commission on Mining Subsidence

    By Henry Louis

    THE work performed by the Royal Commission on Mining Subsidence is likely to prove of permanent value, less perhaps for the conclusions it has reached and for the recommendations it has based upon the

    Jan 1, 1929

  • SME
    Influence Of Material Composition On The Mix Design Of Paste Backfill

    By K. Biswas, F. C. Felipe

    Paste backfill, because of its colloidal or water-holding properties, does not produce run-off water when placed underground. Paste backfill is generally, prepared from relatively low water content, f

    Jan 1, 2000

  • NIOSH
    A Noise Control For A Roof Bolting Machine: Collapsible Drill Steel Enclosure

    By Rudy J. Matetic

    The National Institute for Occupational Safety and Health (NIOSH) at the Pittsburgh Research Laboratory (PRL) is conducting research to reduce the noise exposures of roof bolting machine operators and

    Jan 1, 2008

  • DFI
    Stresses And Settlement In Soil Due To Axially Loaded Piles And Pile Group - Synopsis :

    By Virendra Singh

    The load settlement behaviour of single pile or pile group may be obtained using computer based methods such as the finite or boundary element techniques. An alternative method of obtaining the vertic

    Jan 1, 1996