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  • IOM3
    Thermodynamics of CaF2-based melts containing MnO

    By M. W. Davies, P. N. Smith

    The activity of MnO has been measured in the system CaF2-MnO at 1773 and 1873 K and in the system CaF2-CaO-MnO at 1773 K by the method of equilibration with platinum. Large positive deviations from id

    Dec 1, 1971

  • IOM3
    Planning for the weather

    By P. Beauvais

    Philip Beauvais, from the Met Office's International Mining and Agriculture Department, explains the need to understand the impact of the weather and climate when developing future mine sites.

    Mar 1, 2015

  • IOM3
    Spotlight on FOSROC

    By NA NA

    Profile of FOSROC, manufacturers and suppliers of products for the mining industry.

    Jan 11, 1996

  • IOM3
    Exploration methods for nuclear waste repositories or mineral deposits - from source to sink, where's the front?

    By M. J. Russell, W. E. Stephens, D. B. Mohamad, A. B. MacKenzie

    Redox front processes in rocks are important in the context of both radioactive waste disposal and the development of orebodies. Results are presented from a study of the distribution of uranium and t

    Jan 12, 1992

  • IOM3
    Sampling of non-gaussian mineralogical distributions

    By C. H. J. Beaven, M. P. Jones

    Since the various new techniques of automation and computing have enabled vast numbers of mineralogical observations of relatively small samples to be made cheaply and rapidly, the statistical assessm

    Dec 1, 1971

  • IOM3
    Mineralogical characterization of calcine, neutral-leach residue and weak acid-leach residue from Vieille-Montagne zinc plant, Balen, Belgium

    By T. T. Chen, J. E. Dutrizac, C. Canoo

    The calcine consists principally of ZnO and ZnFe2O4, which occur as banded and porous grains, together with lesser amounts of Zn2SiO4, Zn-Fe-Pb silicate, sphalerite, quartz, PbSO4 and Fe2O3. Al is pre

    Jan 4, 1993

  • IOM3
    Discussion of Mr. David E. Thomas's paper on 'The value of the experimental fan in the mining laboratory'

    By Thomas D. E.

    Discussion at the Manchester Geological and Mining Society' general meeting held in Manchester, March 14th , 1916, with Leonard R. Fletcher, President, in the Chair, of a paper published in Trans. In

    Dec 1, 1916

  • IOM3
    Memoir of the late George May

    By Dobson C. L.

    The memoir, presented at the North of England Institute of Mining and Mechanical Engineers' general meeting held in Newcastle-upon-Tyne on 3rd June 1916, outlines the career of one of the Institute's

    Dec 1, 1916

  • IOM3
    Thermodynamics of FeO-MnO-TiO2 melts saturated with iron at 1475 degrees C

    By H. B. Bell, L. C. Smith

    Measurements have been made of the activity of 'FeO' in 'Fe0'-Mn0-Ti02 melts at 1475 degrees C. The results obtained are discussed in terms of ideal mixing of titanates and in terms of a regular solut

    Dec 1, 1971

  • IOM3
    Evaluation of wastes from marble quarries as paint fillers

    By D. C. Kaliampakos, A. K. Moutsatsou, J. K. Skotaras

    The wastes from marble extraction in the Thasos- Kavalla-Drama region of northeastern Greece could be utilised as a new source of high-quality white carbonate fillers for the European market. Large de

    Jun 18, 1905

  • IOM3
    Some effects of earth-movement on the Coal-Measures of the Sheffield district (South Yorkshire and the neighbouring parts of West Yorkshire, Derbyshire, and Nottinghamshire).—Part II (discussion)

    By Fearnsides W. G.

    Discussion at the The Midland Institute of Mining, Civil and Mechanical Engineers' general meeting held in Doncaster on 27th May 1916, on the paper published in Trans. I.Min.E., vol.LI, 1916, p.409-44

    Dec 1, 1916

  • IOM3
    Back in the black

    By G. Richards

    Following on from the article in Materials World February 2015 (Asset 997) this article is the second half of a special focus on graphite. It looks at graphite's market prospects over the next few yea

    Mar 1, 2015

  • IOM3
    Method for incorporation of shape characterization into cone crusher model

    By A. C. Apling, N. B. Barrett

    Roadstone production requires the generation of non-flaky material, as outlined in British Standard 812 section 105.1; with respect to this criterion, a mathematical model of a cone crusher must be ab

    Apr 1, 1995

  • IOM3
    Origin of lower eocene gypsum-anhydrite rocks, southeast St. Andrew, Jamaica

    By D. W. Holliday

    The major deposits of anhydrite and secondary gypsum in Jamaica occur discontinuously at a single horizon within the Lower Eocene succession of southeast Jamaica. They are not intruded from other hori

    Dec 1, 1971

  • IOM3
    Primary sulphide mineralization in Cu-Fe-S zones of Kupferschiefer, Fore-Sudetic Monocline, Poland

    By Z. Sawlowicz

    Finely dispersed, primary sulphide mineralisation in the Cu-Fe sulphide zones of copper-bearing shale of the Polish part of the Permian Kupferschiefer is mainly present in the form of framboids and sp

    Jan 4, 1992

  • IOM3
    Ore reserves: errors and classification

    Errors in ore reserve estimation can occur during drilling and sampling, sample preparation and analysis, geological logging and modelling, database construction, statistical or geostatistical evaluat

    Dec 1, 1996

  • IOM3
  • IOM3
    Can titanium get cheaper?

    By R. Patel, J. Ephraim

    The production of titanium dioxide (TiO2) from its minerals such as ilmenite is challenging, and subsequent isolation of titanium from TiO2 is even more difficult because of the metal-oxygen bond stre

    May 1, 2015

  • IOM3
    Estimation of mechanical rock properties using wireline geophysical measurements

    By L. Wade, R. Wang, M. A. Horton

    Laboratory methods to find the mechanical properties of rock are inherently biased towards stronger strata, which best survive the sample preparation process. Geophysical techniques are not subject to

    Jan 4, 1993

  • IOM3
    Highwall mining: practical estimates of coal-seam strength and the design of slender pillars

    To maximise recovery by highwall mining, pillars must be designed which are long, slender and of relatively low width-to-height ratios. The strength of pillars with width/height less than 2 depends pr

    Jun 21, 1905