Quality influence of grouting process for volume stress-strain condition of the soils mass near the tunnel’s face which situated in the proterozoic clays
About authors
- 1 — Ph.D., Dr.Sci. professor Saint Petersburg State Mining University
- 2 — student Saint Petersburg State Mining University
Abstract
The analysis of soils stress-strain condition for different lining including in work period retards from tunnel’s face with applying of finite-elements method is adduced. The graphical relations of stresses, displacements, soils inelastic area configuration were obtained. According to these relations final graphical relation of temporary grouting influence for permanent lining stress-strain condition was developed.
Область исследования:
(Archived) Geodesy, geomechanics and underground construction
References
- Protosenya A.G., Lebedev M.O. The definition of the tasks in the field of definition of stress condition near the minings // The digest of the scientific works «The stability and mounting of the minings»; Saint Petersburg State Mining Institute. 1999. P.115-118.
- Protosenya A.G., Belyakov N.A. The determination of the volume stress-strain conditions of the soil massif in the face area of the tunnel in conditions of drafting with using of contledge of the face // Notes of Mining Institute. SaintPetersburg, 2011. Vol.190. P.149-163.
Similar articles
Developing loading facilities with gathering-arm active action
2012 G. V. Sokolova, M. A. Vasileva, M. Yu. Nepran, S. A. Lavrenko
Effect of potassium on the solubility of aluminum hydroxide in alkaline aluminate solutions аnd their decomposition
2012 V. N. Brichkin, E. A. Alekseeva, N. V. Nikolaeva, E. E. Gordyushenkov
Method of measurement of anisotropic electron velocity distribution function
2012 A. S. Mustafaev, A. Y. Grabovskiy
Working out of technology of reception of fuel briquettes from few consumed carbon raw materials
2012 E. V. Skripchenko, V. Yu. Kalashnikova, V. B. Kuskov