Evaluating the stressed state of a rock bed near the breakage working of an arbitrary three-dimensional shape-Reference-Cited by-同舟云学术

Evaluating the stressed state of a rock bed near the breakage working of an arbitrary three-dimensional shape

Published:1986-05 Issue:3 Volume:22 Page:176-182
ISSN:0038-5581
Container-title:Soviet Mining Science
language:en
Short-container-title:Soviet Mining Science

Author:

Zubkov V. V.,Zubkova I. A.,Lin'kov A. M.,Mogilevskaya S. G.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,General Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF02500865.pdf

Reference14 articles.

1. G. Everling, “Rock pressure at a large depth,” Gluckauf, No. 3 (1979).

2. R. P. Plewmean, F. H. Desist, and W. D. Ortlepp, “The development and application of digital computer method for the solution of strata control problems,” J. South Afr. Inst. Min. Metall.,70, (1969).

3. G. I. Gritsko, B. V. Blasenko, G. E. Posokhov, et al., Prediction and Calculation of Rock Pressure Effects [in Russian], Nauka, Novosibirsk (1980).

4. I. M. Petukhov, V. V. Zubkov, I. A. Zubkova, et al., “Stressed state of a rock bed near the breakage working of an arbitrary two-dimensional shape,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 5 (1982).

5. A. V. Balueva, R. V. Gol'dshtein, and A. F. Zazovskii, “A method for evaluating the displacement of surfaces of thin three-dimensional cavities,” Fiz.-Tekh. Probl. Razrab. Polezn. Iskop., No. 6 (1984).

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