Stress condition of prefabricated tunnel linning with initial release
Authors:
About authors
- the head of studying-computer centre Saint Petersburg State Mining Institute (Technical University)
Abstract
3d finite element model of soil and prefabricated tunnel lining interaction with appropriate boundary condition is given in this article. Stresses distribution on inner and outer part of the tunnel lining is analyzed. Relationship between stress state at top and sides of the tunnel lining and deformation module magnitude is shown.
Область исследования:
(Archived) Problems in geodynamic safety in the exploration of solid deposits
Funding:
None
References
- Bulichev N.S., Amusin B.Z., Olovianni A.G. Permanent tunnel lining design. Moscow: Nedra, 1974. 320 p.
- Bulichev N.S., Fotieva N.N., Strelcov E.V. Structural design of permanent tunnel lining. Moscow: Nedra, 1986. 288 p.
- Protosena A.G., Lebedev M.O. Problem definition of structural analysis of stress and strain state around excavation. SPMI, SPb, 1999. Р.115-118
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