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Olympic DamÆs Underground Rail Haulage System ù Six Years OnBy C Fearon
This paper discusses the implementation of an underground rail haulage system during a major expansion of the Olympic Dam mine in 1998. The factors affecting the selection of rail haulage are discusse
Jan 1, 2005
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Development of Explosive Monitoring Techniques for Use in Quality Control and Production Blast AnalysisBy Moxon NT, Torrace AC
The detonation pressure of an explosive is a function of its density and its velocity of detonation (VOD) and relates directly to the degree and manner in which the explosive loads the surrounding r
Jan 1, 1988
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A Review of Models for the Steering Characteristics of Mining Machines: Drills, Continuos Miners and Tunnelling MachinesBy Mazandarani M, Chabot L, Vichion K
Pitch-steering models have been developed for discretely advanced mining machines (such as heading machines and coal shearers) using small-angle geometry and there are illustrative examples of simulat
Jan 1, 1991
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Computer-Assisted Production Scheduling at Western Titanium Limited, Capel and Eneabba, Western AustraliaThe geographical and geological situations of the two mineral sand deposits currently being mined by Western Titanium Limited and the mining methods in use are briefly described. Production schedul
Jan 1, 1977
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Quartz Vein Associated Gold Deposits in New Zealand, Geology and Geochemistry of Characteristics TypesBy Hinton A. T
Three, and possibly four, distinct types of quartz-vein associated gold mineralisation are recognised in New Zealand. They are: epithermal, schist-hosted, metagreywacke-hosted and metamorphic core com
Jan 1, 1990
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Rheological Controls on the Geometry of the Currawong Volcanic-hosted Massive Sulfide Deposit, Lachlan Fold Belt, Victoria, South-east AustraliaBy D Macklin, R Hammond, T G. Blenkinsop
"An EXTENDED ABSTRACT is available for download. A full-length paper was not prepared for this presentation. Base metal sulfides at the Currawong volcanic-hosted massive sulfide deposit in the Lachlan
Mar 18, 2015
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Mineralogy Controlling Metallurgy at Ernest Henry MiningBy Barns K. E, Munro P. D, Brindley S. K
Ernest Henry Mining Pty Ltd started production in August 1997. The Ernest Henry orebody consists of two distinct parts, a complex supergene ore zone overlying a primary ore zone. The economic copper
Jan 1, 1998
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The Geological Setting and Mineral Potential of the Mount Stavely Volcanic Complex, Western VictoriaBy Ramsay WRH
The Mount Stavely Volcanic Complex compri- ses one of a number of northerly trending fault bounded greenstone occurrences in Western Vict- oria, of probable Cambrian or older age. The greenstone bel
Jan 1, 1982
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Design Parameters for the Central Thickened Discharge Method for Tailings DisposalThe 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
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Higher Grade Bullion Production at MisimaMisima Mines Pty Ltd (MMPL) operates a large open cut gold mine on Misima Island in the Louisiade Archipelago in Papua New Guinea. Misima Island lies approximately 600 km east-south-east of Port Mo
Jan 1, 1994
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Learning from Nuclear Waste Repository Design: the Ground-Control Plan (9344425e-0fdb-451a-8179-1134301c90ee)With mining development on hold and other underground works in a slowdown, the development of nuclear wa te repositories takes centre tage on the American rock engineering scene. Three repositorie for
Jan 1, 1988
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The Application of Conditional Simulation to Mine Planning at CanningtonCannington is a Broken Hill type deposit discovered by BHP Minerals, now BHP Billiton, in 1990. The deposit is located south east of Cloncurry, Queensland, Australia. The deposit occurs in the Eastern
Jan 1, 2003
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Leigh Creek Coalfield History, Development, and OperationBy Fee DJ
Some four hundred million tonnes of low rank sub-bituminous coal occurs in four separ rate lobes at Leigh Creek. These deposits are in a sparsely populated pastoral area remote from industrial cent
Jan 1, 1975
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Microstructural Changes During the Reduction of Wustite (0fae6247-cbaa-4434-8050-a887fa11bf4e)By Hayes P. C, Matthew S. P
The product morphologies formed on the reduction of dense wustite crystals are classified into three types, A) porous iron, B) porous wustite covered with dense iron, and C) dense wustite covered with
Jan 1, 1985
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Accuracy and Anaysis û The Cooper Bulk Analyser at Isa MineA nuclear technique utilising the gamma-ray resonance scattering process is used at Isa Mine for the determination of copper in drill core and bulk mineral samples. The Copper Bulk Analyser (CBA) prov
Jan 1, 1990
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The Effect of Process Variables on Electrowinningt Cadmium and SilverBy Watson K, Pollard D. M
The electrolytic recovery of metals from solution requires an understanding of the characteristics of the particular system employed, and the current efficiency and morphology of the deposit are in
Jan 1, 1989
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Landscape-scale Assessment of Watercourses in Remote Arid South Australia to Inform Mine Planning to Mine ClosureBy K White, C Ferguson, M Harding
Understanding watercourses and river processes at a landscape scale is vital for managing risk to mining infrastructure and operations as well as minimising future environmental impacts beyond the lif
Jun 28, 2016
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Backfilled Pits – Laboratory-scale Tests for Assessing Impacts on Groundwater QualityBy C Linklater, J Chapman, A Watson
Closure options under consideration at some sites include backfilling mined-out pits with waste rock. Backfill may include mineralised and non-mineralised waste rock. Following groundwater rebound, fl
Jun 28, 2016
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Improvement of Mechanical Tool Performance by Waterjet AssistanceThe problems arising in the excavation of hard rocks with the use of mechanical tools consist chiefly in a slow advance rate accompanied by an intensive wear due to the toughness and abrasiveness of t
Dec 6, 2010
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Evaluating Coal Pillar Mechanics through Field MeasurementsBy Mark C
Designing coal pillars to provide resistance against overburden loads has long been an aim of rock mechanics engineers. The need for accurate pillar strength models has become.more urgent as great
Jan 1, 1992