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  • AUSIMM
    Sir Henry Ayers, First President of the Institute, and the Burra Burra Mines

    The occurrence of metallic minerals in Australia to the time of the proclamation of South Australia as a Colony in 1836 was unknown. It is, therefore, perhaps, surprising that British settlers arrivin

    Jan 1, 1993

  • AUSIMM
    The Energy Equation

    As I drove in from the airport on Sunday somebody said `On the right you will see Dun- troon, which is the military training school of Australia.' So I asked the driver, where did they get tha

    Jan 1, 1978

  • AUSIMM
    Design Parameters for the Central Thickened Discharge Method for Tailings Disposal

    The central thickened discharge system of tailings disposal takes advantage of the natural beach slope formed by sub-aerially discharged tailings, and the non-segregating properties of thickened tai

    Jan 1, 1991

  • AUSIMM
    Lead-zinc Ore Mining at the Isa Mine of Mount Isa Mines Limited, Mount Isa, Queensland

    Mount Isa Mines Limited has been mining silver-lead-zinc ore at Isa Mine for 60 years. Mining methods have evolved continuously, and current production rates of 4.7 Mt/yr are obtained from a combinati

    Jan 1, 1993

  • AUSIMM
    Design Considerations for Artificial Support of Open Pit Walls

    By Dight P. M, Dugan K. J

    Design approaches for the artificial support of open pit walls have been reviewed and the main factors affecting support performance have been identified. An example of passive support in a potentia

    Jan 1, 1989

  • AUSIMM
    The Karst Water in Han-Xing District and the Countermeasure in Water Management

    The karst water system in Han-Xing District is charaterised by heterogeneity in karstification and permeability of the limestone aquifer, unsteady flowing of the groundwater along karst runoff zone

    Jan 1, 1988

  • AUSIMM
    Modelling the Shutdown and Startup Behaviour of Continuous Leaching Reactors

    Continuous processes must be shutdown and restarted regularly. Results from the study of operating plants showed potential value for computer simulation of the shutdown and startup of stirred tank

    Jan 1, 1984

  • AUSIMM
    An Outline of the Economic Geology of Tasmania

    THIS paper is not intended to be more than a mere outline of the economic geology of Tasmania. It is desired to present in a condensed form the present state of our knowledge in regard to the distribu

    Jan 1, 1923

  • AUSIMM
    Estimation Of Ore Reserves Using Geostatistics At The Frieda Porphyry Copper Deposit, Papua New Guinea

    The ore reserves of the Frieda porphyry copper prospect in Papua New Guinea have been estimated using kriging and an alternative method. Only very erratic variograms could be obtained from the raw

    Jan 1, 1979

  • AUSIMM
    Reducing Operating Risk by Training

    By Hanley J

    Coal winning in the Latrobe Valley exceeds 45 mtpa uses a small number of Bucket Wheel Excavators and high speed conveyor systems. While this equipment offers many advantages in the production cycle

    Jan 1, 1994

  • AUSIMM
    Facing the Post-Industrial Era

    Giving the keynote address in the final session of a conference dealing with closely related topics has a disadvantage in that much of what can be said has been said. It also has an advantage, how

    Jan 1, 1978

  • AUSIMM
    Mine Design to Economic Evaluation ù The Missing Link?

    By B Cope, N Hastings, D Webb

    A Feasibility Study was completed in late 2002 to ascertain the risk and reward profile from the proposed deepening of operations at Perseverance Nickel Mine in Western Australia. The system and appro

    Jan 1, 2003

  • AUSIMM
    Regional Stream Sediment Geochemistry Database (REGCHEM) for Selected Regions of New Zealand (c892f7b6-5ca8-457b-966a-25ae463b073f)

    By Christie AB

    Stream sediment geochemical analyses from 140 mining company exploration surveys of the Coromandel, Northwest Nelson, Marlborough and Westland regions of New Zealand have been compiled from open file

    Jan 1, 1995

  • AUSIMM
    Disintegration of Formed Coke in the Vicinity of Raceways

    By Chang TS, Suzuki K, Go H, Nakamura S, Kuwano Y

    In 1979, a test operation of an experimental blast furnace was carried out to investigate the behavior of a sort of formed coke, which was used safely by 30% of total coke charge in No.2 B.F., Sak

    Jan 1, 1981

  • AUSIMM
    Optimisation of Rotary Drilling

    Optimising drill performance has always been a primary goal of drilling and blasting managers. Improving drilling rates and utilisation will ultimately drive the cost per foot or metre downward. Ad

    Jan 1, 1995

  • AUSIMM
    Larox Filtrations of Leach Plant Residue at the Pasminco Port Pirie Lead Smelter

    By Jagger N. D

    Lead residue from the Zinc Leach Plant at Pasminco's Port Pirie Lead Smelter was previously filtered on a vacuum drum filter and further dried in a gas fired rotary kiln prior to stockpiling a

    Jan 1, 1989

  • AUSIMM
    The Charging of Slurry Explosive with the Nitro Nobel Cartridge Loader at the Mount Lyell Mining and Railway Co. Ltd., Queenstown, Tasmania

    By Wilson J. R

    The main mining method employed at Mt Lyell is sub-level open stoping with a typical extraction level interval of 100 m and sub-level intervals of 30 m. Currently, pillar blasts provide the major p

    Jan 1, 1977

  • AUSIMM
    Theoretical Analysis of Blast Furance Operation Based on the Gas Flow Through Layered Ore and Coke Burdens

    By Muchi I

    To clarify the characteristics of non-uniform flow of gas through layered burdens of ore and coke, flow equations of continuity and motion were solved numerically taking account of the geometrical ef

    Jan 1, 1975

  • AUSIMM
    Zinc Markets - Not just Coatings and Casting

    Published information on technical and market developments in the uses of zinc tends to dwell very largely on two groups of uses of zinc - zinc coatings (mainly galvanising) and zinc casting alloys.

    Jan 1, 1993

  • AUSIMM
    Permanent Rockbolts - The Problems are in the Detail

    By R Bertuzzi

    Permanent rock bolts in civil engineering are taken as having to serve their design purpose for at least 50 years. In many projects the design life is specified as greater than 100 years. A review of

    Jan 1, 1999