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.
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