Whenever an opening is excavated in soft rocks showing elasticΒ±visco-plastic behaviour, like rocksalt and potash, the stress state prevailing soon after the excavation will not remain constant in time but will eventually evolve from the initial state, s o , generally considered to be elastic, to a s
Numerical evaluation of the deformation behaviour of thick-walled hollow cylinders of shale
β Scribed by Chen, X. ;Tan, C.P. ;Haberfield, C.M.
- Publisher
- Elsevier Science
- Year
- 2000
- Tongue
- English
- Weight
- 546 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0148-9062
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