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Failure modes of openings in a steeply bedded rock mass

✍ Scribed by Lin Yun-mei; Hong Yuan-zhen; Zheng Shu-gen; Zhang Ying

Publisher
Springer
Year
1984
Tongue
English
Weight
660 KB
Volume
17
Category
Article
ISSN
0035-7448

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πŸ“œ SIMILAR VOLUMES

Stability of single openings in horizont
Stability of single openings in horizontally bedded rock: a discussion
✍ P.R. Sheorey πŸ“‚ Article πŸ“… 1972 πŸ› Elsevier Science 🌐 English βš– 91 KB

I have read with interest the above detailed paper by Stephansson (1971). The work involved in the paper -analytical, experimental and computational -is considerable and very commendable. A derivation similar to that for deflections (pp.12-15 of the paper) in case of configuration I, H < l/5, has b

Ultimate bearing capacity of an anisotro
Ultimate bearing capacity of an anisotropic discontinuous rock mass. Part I: Basic modes of failure
✍ Serrano, A. ;Olalla, C. πŸ“‚ Article πŸ“… 1998 πŸ› Elsevier Science 🌐 English βš– 567 KB

The existence of a transverse strength isotropy concerning the strength in rock media due to the presence of a family of planes of weakness superimposed within an isotropic rock mass is considered. Six dierent mechanisms of failure are possible under a foundation depending on the boundary conditions