The technics of mutual influenced tunnel’s temporary support stress-strain state prediction with allowance for building technology
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
In the learned article the substantiation of the mutual influenced tunnel’s temporary support elements stress-strain state prediction technics is adduced. The problem is sold in three-dimensional arrangement with allowance for building technology. The analysis of numerical simulation results is adduced. On account of this analysis the main ways of solution for such problem class is spotted.
Область исследования:
(Archived) Geotechnology for development of solid mining fields
References
- Protosenya A. The prediction of the railroad tunnel’s temporary lining stress-strain state with allowance for earth’s surface relief influence / A.Protosenya, N.Belyakov // The news of Tula state university. Earth Sciences. Vol.1. Tula, 2011.
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