Geomechanical substantiation of parameters of the fastening of railway tunnels in the conditions of the North Caucasus
Authors:
About authors
- Student Saint Petersburg State Mining Institute (Technical University)
Abstract
The article presents the rationale of temporary supports used in the drilling of new mines, which provides for the construction of model projects of reconstruction of old tunnels. Finite-element method analyzed the changes of stress-strain state containing tunnel complex array during the drilling of new mines. Based on the analysis, a number of findings to explore the possibility of reducing the thickness of the permanent support of new mines in tunnel complex - the new tunnel, and transport and drainage culvert.
References
- Булычев Н.С. Механика подземных сооружений: Учеб. для вузов. 2-е изд., перераб. и доп. М.: Недра, 1994. 382 с.
Similar articles
Geotechnical engineering and hydrogeological specifics of estimate high-rise buildings construction and operation conditions (in terms of local zone on the right bank of Neva river)
2010 A. M. Zhukova
Calculation of material streams of the pirometallurgical cycle of processing of copper sulphidic raw materials
2010 N. V. Danilova