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
Funding:
None
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
Prediction of spatial stress-strain soil mass state tunneling technology with kentledge оf the working face
2012 I. K. Suprun
Economic efficiency of using innovation technologies in underground gas storage facilities
2012 G. S. Elizarova
Reconstruction of primary composition of metamorphic rocks of Amurskaya suites (Amurskii superterrane Central Asian orogenic belt)
2012 A. V. Kurguzova
Industrial gold mineralization in the structures of the mineralized zones on the example оf the Natalka deposit in Magadan region
2012 K. E. Chernyshev