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Horizontal Stress And Its Effects On Longwall Ground ControlSuccessful longwall gate entry design requires control of vertical and horizontal stresses. Vertical, or overburden, stresses are most severe in the tailgate where they are concentrated by longwall pa
Jan 1, 1992
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Particle Size Distribution And Water Recovery Under The Natural Hydrophobic Response Flotation Of Printed Circuit Board Comminution FinesBy I. O. Otunniyi
The natural hydrophobic response flotation method for beneficiation of printed circuit board comminution fines (PCB CF) still requires many studies to further basic understanding of the process and th
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Estimating Rippability by Rock Mass ClassificationBy Hardy J. Smith
The rock mass parameters which need be evaluated to estimate the rippability of rock are briefly outlined and their significance is discussed. Several methods used for estimating rippability are compa
Jan 1, 1986
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Tunnelling Concepts for Heterogeneous and Weak RockBy Gunther Riedmuller, Johann Golser, Peter Schubert
The paper deals with the experience of the authors to cope with tunnel projects in heterogenous and weak rocks. The procedures applied to the investigation of such areas, the geotechnical assessment,
Jan 1, 1993
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Planning For An Integrated Mine Graphics SystemBy J. E. Taylor
A detailed planning and design project has been undertaken at Callide Coalfields, as the first step towards implementing a fully integrated mine graphics system. The system, when fully installed, will
Jan 1, 1986
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Simulation For Equipment Sizing, Longwall To StockpileWhen longwall equipment is being specified, a nominal capacity is generally given on which to base the design of the various face and out-bye systems and components. This capacity generally comes from
Jan 1, 2008
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Designing Leach Pad Liners For Differential SettlementBy Marc E. Orman, Todd V. Ramey, Mark E. Smith
Heap leaching in certain parts of the world, such as Chile's Atacama Desert, brings unique design problems in the form of possible large differential settlements of the foundation soils due to the dis
Jan 1, 1996
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The Business Unit Model for Mining CompaniesBy Bruce D. Hansen
The complexity of large geographically diverse or multicommodity mining companies requires a corporate structure, which provides the maximum long-term effectiveness. Structure models exist along the s
Jan 1, 2001
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Blasting Design For Increased SAG Mill ProductivityBy C. L. Barron, M. L. Smith, K. A. Prisbrey
SAG mill throughput is often a bottleneck to increasing plant productivity. Improved size distribution control in the mill feed can be used to increase mill production. This can be accomplished by con
Jan 1, 1994
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Selection of Control Systems for Concentrator OperationsBy T. I. Probert, B. W. Burdett, L. B. Hales
Selecting a mineral processing control system from the multitude of offerings can be a formidable task. To assist the plant designer, the material in this chapter includes the advantages and disadvant
Jan 1, 1986
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Proper Gear Drive Specifications for Conveyor ServiceBy Ronald J. Doll
The selection and matching of the conveyor drive components (Figure 1) determine the initial cost, long term costs, and how well the drive performance is matched to a project's long term producti
Jan 1, 1998
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Optimizing Technology for Leach Pad Liner SelectionBy Richard V. Beck, Donald R. East, Jeremy P. Haile
In view of the increasing use of heap leach operations in the mining industry and the critically important performance of the leach pad liner in both the economic and environmental aspects of the desi
Jan 1, 1987
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A Microcomputer Network For Autonomous Mining ResearchBy William H. Schiffbauer
Research is being conducted toward making underground mining equipment autonomous. This will facilitate improvements in safety by relieving workers of dangerous tasks and will increase production by p
Jan 1, 1989
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Capillary cover design for leach pad closureBy K. Burke, G. Zhan, A. Mayer
A cover with capi1lary barrier effects (CCBE) is being constructed an the AA leach pad at the Barrick Goldstrike mine near Carlin, Nevada. The purpose of the cover is to eliminate/minimize infiltratio
Jan 1, 2002
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Geologic Model For A Tunnel Cost ModelBy Steven G. Vick, Herbert H. Einstein
1. INTRODUCTION The Tunnel Cost Model (TCM) is a computer based model whose objective is to quantify the risks of hard rock tunneling in terms of cost and time to completion. The main feature of th
Jan 1, 1974
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Laboratory Testing for Design of Thickener CircuitBy Joseph M. Keane
Introduction The English word "sedimentation" is derived from the Latin verb "sedere" meaning to sink down. As a mineral processing unit operation, sedimenta¬tion has been defined as the separatio
Jan 1, 1986
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Vibration Screens For Dewatering - Theory And PracticeBy W. Stahl, K. Keller
In addition to classifying bulk material, vibration screens are commonly used in dewatering. However, the lack of a comprehensive physical theory of dewatering often leads to difficulties in the desig
Jan 1, 1998
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Planning for Subsidence at Rend Lake, IllinoisBy Larry Powell
Rend Lake is an Army Corps of Engineers reservoir located in Franklin and Jefferson Counties in south-central Illinois. The lake consists of 20,000 acres of water and 19,000 acres of public access lan
Jan 1, 1986
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High Intensity Autogenous Impact BreakingBy Bryan A. Bartley
About 1,000 machines around the world are breaking rock and hard abrasive materials by a very economic, high intensity, autogenous process, but this method is largely ignored by the mining industry.
Jan 1, 1992
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Technology Research Improves Phosphate EconomicsBy Paul Clifford
The Florida Institute of Phosphate Research (FIPR) is an independent, state of Florida research agency. It was created in 1978 to conduct research to enhance the competitiveness of the Florida phospha
Jan 1, 1998