Stress state and conditions of rock mass destruction under statically applied load
Authors:
Abstract
The article deals with the issues related to the calculation of the conditions of brittle rock fracture by statically applied load. The rock massif is considered as an infinite half-space under the action of a load normally applied to the boundary.
Область исследования:
Mining
Funding:
None
References
- Timoshenko S. P. Theory of Elasticity, ONTI, 1937. (in Russian)
- Bezukhov N. I. Introduction to the Theory of Elasticity and Plasticity. Stroyizdat, 1950. (in Russian)
- Lekhnitsky S. G. Theory of Elasticity of Anisotropic Body. Gostekhizdat, 1950. (in Russian)