PRediction of spatial stress-strain double-track tunnels Frunzensky radius Saint Petersburg underground
About authors
- 1 — Ph.D., Dr.Sci. professor National Mineral Resources University (University of Mines)
- 2 — post-graduate student National Mineral Resources University (University of Mines)
Abstract
In this article the analysis of the stress-strain state of the external and internal contours of the lining, which appears during the process of the drilling of tunnels with using of contledge of the face which applied in Tunnel Boring Machines, is adduced. The finite element method diagrams obtained the minimum and maximum principal stresses on the outer and inner contours of output. Relationship obtained in the surface sediments depending on the depth of the tunnels.
Область исследования:
(Archived) Present-day problems of geomechanics, mining practice and innovation technologies in mining engineering
References
- Bulychev N.S. The mechanics of underground structures: Manual for university. Moscow, 1994.
- Garber V.A. Volume modeling of the transport tunnel construction / V.A.Garber, A.A.Kashko, D.V.Panfilov // Sabway and Tu nnels . 2004. N 5.
- Lars Langmaak. Conditioning the soil. Advanced technology for tunneling shield with ground of the working face // Subway and Tunnels. 2005. N 4.
- Starkov A.Yu. The technology of building double-track tunnels of the St. Petersburg Metro // Subway and Tunnels. 2011. N 2.
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