Analysis of load formation on lining of tunnel constructed in soil with nonlinear behavior
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (Mining University)
- 2 — post-graduate student National Mineral Resources University (Mining University)
- 3 — post-graduate student National Mineral Resources University (Mining University)
Abstract
Method of excavation support and tunnel lining design is worked out. Stiffness of soil strata is considered as nonlinear elastic. The problem is solved in plane strain condition according to elastic theory. The distribution of average load on excavation support is given.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
Funding:
None
References
- Baklashov I.V., Kartozia B.A. Mechanics of under-ground structures and support design. Moscow, 1984.
- Bulichev N.S. Mechanics of underground structures. Moscow, 1982.
- Dashko R.E. Rock mechanics: Book. Moscow,1987.
- Protesena A.G., Ogorodnikov J.N., Demenkov P.A etc. Mechanics of underground structures.3d numerical modeling and monitoring. Saint Petersburg, 2011.
- Stavrogin A.N., Protosena A.G. Deformation andfailure of rocks. Moscow, 1992.
Similar articles
The technics of mutual influenced tunnel’s temporary support stress-strain state prediction with allowance for building technology
2012 A. G. Protosenya, N. A. Belyakov
Influence of magnetic field on the speed metal corrosion tubing rheological properties and product borehole
2012 M. K. Rogachev, M. I. Kuzmin, N. K. Kondrasheva
Development of the composition and technology for industrial production of an emulsifier used in oil рroduction for inverse water-in-oil emulsions
2012 N. K. Kondrasheva, M. K. Rogachev
Application of radar scanning system GPRI-2 for monitoring the eath’s surface displacement
2012 M. G. Mustafin, A. K. Omarova, D. V. Mozer