caa a22 4500 465724833 CHVBK 20180323111726.0 cr unu---uuuuu 170327e19900701xx s 000 0 eng 10.1007/BF02506511 doi (NATIONALLICENCE)springer-10.1007/BF02506511 Kovrizhnykh A. aut On the loss of stability of rock around workings and holes [Elektronische Daten] [A. Kovrizhnykh] Conclusions: 1. It is established on the basis of plasticity theory [1, 2] that an increase in Poisson's ratio and angle of internal friction raises, while an increase in the decay modulus and dilatancy lowers the stability of rock around spherical and cylindrical workings. 2. It is demonstrated that consideration of the translimiting deformation of rock and the Coulomb-Mohr strength criterion can be used with a higher degree of confidence than the criterion of maximum normal stress to interpret test results on the hydrorupture of holes [15], and, consequently, to determine the stress in the intact mass by this method. Plenum Publishing Corporation, 1991 Soviet Mining Kluwer Academic Publishers-Plenum Publishers 26/4(1990-07-01), 321-331 0038-5581 26:4<321 1990 26 10913 https://doi.org/10.1007/BF02506511 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02506511 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Kovrizhnykh A. aut NATIONALLICENCE 773 0- Soviet Mining Kluwer Academic Publishers-Plenum Publishers 26/4(1990-07-01), 321-331 0038-5581 26:4<321 1990 26 10913 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer