Spelling suggestions: "subject:"engineering, minining"" "subject:"engineering, chanining""
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Studies of machine-ground interaction in surface minesHadjigeorgiou, John January 1993 (has links)
No description available.
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Inferring surface structure of rock piles from range imagesCheung, William K. W. (Kwok Wai) January 1992 (has links)
No description available.
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Crack development and acoustic emission studies in potash rock loaded under uniaxial compressionMlakar, Vincent William January 1992 (has links)
No description available.
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A study of frictional properties of rock masses /Hadjigeorgiou, John January 1987 (has links)
No description available.
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Elasto-viscoplastic modelling of rock excavationsRizkalla, Maged Kamal January 1991 (has links)
No description available.
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The production of a standard material for liberation analysis /Lin, David January 1991 (has links)
No description available.
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The preparation and transportation of paste backfill /Newman, Philip January 1992 (has links)
No description available.
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Hydrodynamic study of a downwards concurrent bubble columnMarchese Mecklenburg, Mario January 1992 (has links)
No description available.
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Performance monitoring of electric mining shovelsHendricks, Carl F. B. January 1990 (has links)
No description available.
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Empirical Ground Support Recommendations and Weak Rock Mass Classification for Underground Gold Mines in Nevada, USAWarren, Sean N. 04 August 2016 (has links)
<p> Ground conditions at underground gold mines in Nevada range from good to extremely poor and implementing the most appropriate ground support can be challenging. Existing empirical ground support design methods were developed predominantly from experience in tunneling or more competent ground, making them less applicable to underground gold mining in Nevada. This research presents empirically derived support guidelines from experience at 5 underground gold mines in Nevada, including: discussions with engineers and miners, review of ground control management plans and consulting documents, and roughly 400 ground control case-studies. Support design recommendations are based on the Weak-Rock Mass Rating (W-RMR) which is a modified Rock Mass Rating (RMR) classification incorporating the Unified Soil Classification System (USCS) for very weak rock masses. Ground support recommendations include rock bolt pattern support pressure, rock bolt length category, excavation surface support, and excavation strategy.</p>
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