Soil Mechanics Principles in Underground Mining
Publication: Journal of Geotechnical Engineering
Volume 110, Issue 5
Abstract
Soil mechanics principles can be successfully applied to many of the problems encountered in underground mining. A few typical problems are described, and the application of soil mechanics to their solution is indicated. The topics considered include: (1) The design and properties of stiff fill materials for the support of underground excavations; (2) stress distribution within the fill contained by an inclined underground excavation; (3) the design of water retaining underground plugs; and (4) the design of behavior of steel‐reinforced walls of granular material used to provide roof support in shallow coal mines.
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References
1.
Blight, G. E., Rea, C. E., Caldwell, J. A., and Davidson, K. W., “Environmental Protection of Abandoned Tailings Dams,” Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 1981, Vol. 2, pp. 303–308.
2.
Blight, G. E., and Clarke, I. E., “Design and Properties of Stiff Fill for Lateral Support of Pillars,” Mining with Backfill, Balkema, Rotterdam, 1983, pp. 303–307.
3.
Guidelines for Environmental Protection, Vol. 1/83: The Design, Operation and Closure of Residue Deposits, Chamber of Mines of South Africa, 1983.
4.
Hahn, J. A., Blight, G. E., and Dison, L., “Support in Shallow Mines Using Horizontally Reinforced Systems,” Journal, South African Institute of Mining and Metallurgy, Vol. 82, No. 10, 1982, pp. 277–290.
5.
Ockleston, A. J., Discussion of Garret, W. S. and Campbell Pitt, L. T., “Tests on an Experimental Underground Bulkhead for High Pressures,” Journal, South African Institute of Mining and Metallurgy, Vol. 58, No. 11, 1958, pp. 262–266.
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Copyright © 1984 ASCE.
History
Published online: May 1, 1984
Published in print: May 1984
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