Method of normal load prediction on vertical shaft lining based on nonlinear behaviour of rock mass
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
Method of normal load prediction on vertical shaft lining which is constructed in nonlinear rock mass is suggested. It is supposed, that limit state zone is formed around excavation. The deformation properties of rock mass in the suggested method are determined according to nonlinear rock model. In order to predict stress and strain state around excavation the equations of deformation plasticity theory are used. The Mohr-Coulomb strength criteria is taken as a yield surface.
Область исследования:
(Archived) Geomechanics
Funding:
None
References
- Bulychev N.S., Amusin B.Z., Olovanniy A.G. Liningdesign of permanent excavation. Мoscow: Nedra, 1974. 381 p.
- Stavrogin A.N., Protosenya A.G. Plasticity of rocks.Мoscow: Nedra, 1979. 301 p.
- Trushko V.L., Protosenya A.G., Matveev P.F.,Sovmen H.M. Geomechanics of rock mass and dynamics of deep ore mines / Saint Petersburg Mining Institute. Saint Petersburg, 2001. 393 p.
Similar articles
Water economic recultivation of sandy opencasts in Leningrad region as the complex way of decision of region’s environmental problems
2014 S. V. Kovshov, M. M. Yakubovskii, V. P. Kovshov
Approach to the conduct of monitoring studies in the area of the mineral and raw complex objects using remote sensing
2014 T. A. Petrova