The problem of the equilibrium of a plane with a circular hole and a shear crack is considered to model failure of an excavation (borehole or circular opening) in rocks weakened by discontinuities (planes of weakness). It is assumed that sliding occurs in a part of the plane of weakness when the Moh
β¦ LIBER β¦
The propagation of compressive-shear perturbations in a nonlinearly elastic medium
β Scribed by V.S. Antsiferov; Kh.A. Rakhmatulin
- Publisher
- Elsevier Science
- Year
- 1964
- Tongue
- English
- Weight
- 536 KB
- Volume
- 28
- Category
- Article
- ISSN
- 0021-8928
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