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A. N. Shokov
A. N. Shokov
National Mineral Resources University (Mining University)
National Mineral Resources University (Mining University)

Articles

Mining geomechanics
  • Date submitted
    2012-11-30
  • Date accepted
    2013-01-19
  • Date published
    2013-05-01

The prediction of underopencast rock mass stress- strain condition during surface-underground development of Koashva deposit

Article preview

The parameters of underopencast rock mass stress-strain condition for Koashva deposit are defined. The estimation of influence of surface development with opencast on the stress-strain distribution in the mass is revealed. Research is revealed with appliance of  finite-elements  method.

How to cite: Protosenya A.G., Shokov A.N. The prediction of underopencast rock mass stress- strain condition during surface-underground development of Koashva deposit // Journal of Mining Institute. 2013. Vol. 204. p. 214.
Geotechnology for development of solid mining fields
  • Date submitted
    2011-11-17
  • Date accepted
    2012-01-26
  • Date published
    2012-05-01

Investigation of the parameters of stressstate nearbord arrays based sequence miningcombined with open-underground mining diamond mine

Article preview

The parameters of the stress state of nearbord massif of deep  open  pit  on  the example of the field development of the V.Grib. This research was done by numerical simulation using finite elements method.

How to cite: Protosenya A.G., Kuranov A.D., Shokov A.N. Investigation of the parameters of stressstate nearbord arrays based sequence miningcombined with open-underground mining diamond mine // Journal of Mining Institute. 2012. Vol. 199. p. 106.
Geodesy, geomechanics and underground construction
  • Date submitted
    2011-08-26
  • Date accepted
    2011-10-08
  • Date published
    2012-02-01

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

Article preview

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.

How to cite: Trushko V.L., Shokov A.N. 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 // Journal of Mining Institute. 2012. Vol. 196. p. 101.
Topical issues in mining of ore and nonmetallic minerals
  • Date submitted
    2011-07-29
  • Date accepted
    2011-09-19
  • Date published
    2012-01-01

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

Article preview

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.

How to cite: Trushko V.L., Shokov A.N. Geomechanical substantiation of stability of the tunnel’s face which situated in the proterozoic clay’s // Journal of Mining Institute. 2012. Vol. 195. p. 146.