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Vol 195
Pages:
146-148
Download volume:
RUS
Article

Geomechanical substantiation of stability of the tunnel’s face which situated in the proterozoic clay’s

Authors:
V. L. Trushko1
A. N. Shokov2
About authors
  • 1 — Ph.D., Dr.Sci. professor Saint Petersburg State Mining University
  • 2 — student Saint Petersburg State Mining University
Date submitted:
2011-07-29
Date accepted:
2011-09-19
Date published:
2012-04-05

Abstract

In this learned article the analysis of the volume stress-strain condition of the soils in the tunnel’s face in the cases of different repulses of support lining with applying of a finite-elements method is adduced. The graphic relations of stresses and displacements of the soils is developed and with respect to these relations the influence of the magnitude of repulse of support lining at the volume stress-strain condition of the soil massif is defined.

Область исследования:
(Archived) Topical issues in mining of ore and nonmetallic minerals
Keywords:
tunnel’s displacements stresses proterozoic clay’s
Funding:

None

Go to volume 195

References

  1. Protosenya A.G., Lebedev M.O. The definition of the tasks in the field of definition of stress condition near the minings // The stability and mounting of the minings / Saint Petersburg. Mining. Inst. Saint Petersburg, 1999. P. 115-118.
  2. Protosenya A.G. About the definition of the tasks in the field of definition of the loads at the fundamental minings // Lining and maintenance of the minings / Saint Petersburg. Mining. Inst. Saint Petersburg, 1992. P.4-8

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