Assessment of stress-strain conditions around single development with nonlinear rock-mass deformation
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
- 2 — post-graduate student National Mineral Resources University (Mining University)
Abstract
The comparative analysis of the stress-strain state in the circuit and in the vicinity of a single generation of circular and arched curves of elastic and non-linear strain diagram types of rocks. Graphic dependences were obtained by the finite element method, reflecting the nature of the stress-strain state. The actual values of the tangential stress concentration factor on the circuit were obtained using non-linear functions.
Область исследования:
(Archived) Mining geomechanics
References
- Stavrogin A.N., Protosenya A.G. Rock-mass strength and development’s stability at a big depth. Moscow, 1985.
- Abaqus/CAE User’s Manual. Dassault Systèmes, 2012.
Similar articles
Theoretical basis of geomaterial accounted for induced and inherent anisotropy
2013 M. A. Karasev, D. A. Potyomkin
Automation of architecture and urban-planning authority as the basis of strategic planning
2013 P. P. Spirin, E. B. Bejaeva, V. F. Kovyazin, E. D. Asetskaya