A platform for research: civil engineering, architecture and urbanism
Stability investigation of fissured rock slopes
Thickness of fissured zones was defined during geological exploration using diagrams of wave speed-jointing intensivity; rock slope stability classification is proposed using received values; some models of rock slopes with use of equivalent materials were tested by means of big centrifugal machine DIIT-3; criterion of similarity for such conditions was deduced; influence of cracking of rock into blocks on slope stability was investigated by means of models.
Stability investigation of fissured rock slopes
Thickness of fissured zones was defined during geological exploration using diagrams of wave speed-jointing intensivity; rock slope stability classification is proposed using received values; some models of rock slopes with use of equivalent materials were tested by means of big centrifugal machine DIIT-3; criterion of similarity for such conditions was deduced; influence of cracking of rock into blocks on slope stability was investigated by means of models.
Stability investigation of fissured rock slopes
Int Soc Rock Mechanics -- Proc
Goldstein, M. (author) / Berman, M. (author) / Goosev, B. (author) / Timofeyeva, T. (author) / Turovskaya, A. (author)
Proceedings of the 1st Congress International Society of Rock Mechanics ; 1966 ; Portugal , Lisbon
1966
4 pages
Conference paper
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Effect of cohesion on stability of fissured rock slopes
Online Contents | 1977
|Effect of cohesion on stability of fissured rock slopes
Online Contents | 1977
|Slopes in Stiff-Fissured Clays and Shales
NTIS | 1968
|Slopes in stiff-fissured clays and shales
Engineering Index Backfile | 1969
|Engineering properties of fissured rock
British Library Conference Proceedings | 1981
|