caa a22 4500 465724922 CHVBK 20180323111726.0 cr unu---uuuuu 170327e19900901xx s 000 0 eng 10.1007/BF02499554 doi (NATIONALLICENCE)springer-10.1007/BF02499554 Predicting the rheologic properties of a fissured rock mass [Elektronische Daten] [F. Glushkhin, M. Shklyarskii] Conclusions: 1. The experiments that we conducted made it possible to ascertain the significant variation in the deformation and rheologic properties of a fissured mass as compared with the monolith. The crack frequency, the number of jointing systems, the strength and deformation properties of the monolith, and the magnitude of the effective stresses exert an influence on the degree of variation in these parameters. 2. In designing systems of excavations and calculating the expected deformations of the rock mass in mine workings, it is necessary to consider not only the strength reduction, but also the variation in its rheologic properties. 3. The investigation of the mechanical properties of a fissured mass on models of equivalent materials provides for adequate prediction of the properties of the actual mass. Plenum Publishing Corporation, 1991 Glushkhin F. aut Shklyarskii M. aut Soviet Mining Kluwer Academic Publishers-Plenum Publishers 26/5(1990-09-01), 394-398 0038-5581 26:5<394 1990 26 10913 https://doi.org/10.1007/BF02499554 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02499554 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Glushkhin F. aut NATIONALLICENCE 700 1- Shklyarskii M. aut NATIONALLICENCE 773 0- Soviet Mining Kluwer Academic Publishers-Plenum Publishers 26/5(1990-09-01), 394-398 0038-5581 26:5<394 1990 26 10913 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer