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A. D. Kuranov
A. D. Kuranov
Saint Petersburg State Mining Institute (Technical University)
Saint Petersburg State Mining Institute (Technical University)
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Articles

Geotechnology for development of solid mining fields
  • Date submitted
    2016-11-11
  • Date published
    2012-05-01

The prediction technics of tunnel sets with complex three dimensional configuration stress state with allowance for relative influence and building sequence

The three dimensional stress distribution in tunnel set with allowance for relative influence and building sequence is investigated. To complete the task the finite  elements analysis was  used. The values of stress concentration factor and conformities of stress distribution in the «lining – mass» system are estimated. The relative influence of each tunnel in tunnel set with allowance for building sequence is identified.

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A. G. Protosenya, N. A. Belyakov, A. D. Kuranov (2012) The prediction technics of tunnel sets with complex three dimensional configuration stress state with allowance for relative influence and building sequence. Journal of Mining Institute. Vol 199. p. 17.
Geotechnology for development of solid mining fields
  • Date submitted
    2016-11-14
  • Date published
    2012-05-01

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

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.

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A. G. Protosenya, A. D. Kuranov, A. N. Shokov (2012) Investigation of the parameters of stressstate nearbord arrays based sequence miningcombined with open-underground mining diamond mine. Journal of Mining Institute. Vol 199. p. 106.
Geotechnology for development of solid mining fields
  • Date submitted
    2016-11-14
  • Date published
    2012-05-01

Determination of the stress parameters of nearbord areas of open pits, located in highly stressed rock massif

The parameters of the stress state of nearboard massif of deep ore pitas an example the development of apatite-nepheline Koashvinskoe deposis. This research was performed by numerical simulation using finite elements  method.

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A. D. Kuranov (2012) Determination of the stress parameters of nearbord areas of open pits, located in highly stressed rock massif. Journal of Mining Institute. Vol 199. p. 111.
Geotechnology for development of solid mining fields
  • Date submitted
    2016-11-14
  • Date published
    2012-05-01

Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction

Finite element analysis of soil – pile interaction for two different design schemes is done. 3d analysis and stage construction is considered. As the results of FEA modeling vertical displacement of soil and subsidence trough for different stage of construction are drawn and  analyzed.

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D. A. Potemkin, P. A. Demenkov, V. N. Ochnev, A. D. Kuranov (2012) Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction. Journal of Mining Institute. Vol 199. p. 123.
Present-day problems of geomechanics, mining practice and innovation technologies in mining engineering
  • Date submitted
    2016-11-17
  • Date published
    2012-03-01

Stress state of entries support when stocks of ore mine Vostochny are developing by combined open-pit and underground method

The main features of the entries supports in theinfluence zone of open pit and second working are established. Research was carried out using a numerical  modelling by finiteelements method.

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A. G. Protosenya, A. D. Kuranov (2012) Stress state of entries support when stocks of ore mine Vostochny are developing by combined open-pit and underground method. Journal of Mining Institute. Vol 197. p. 151.
Geomechanics
  • Date submitted
    2016-12-06
  • Date published
    2011-02-01

Geomichanical justification of entries stability at development of nearboard reserves of Кoashva quarry with a roof fall of a disturbed pit wall

Result of research is definition the zone of influence of sewage treatment works and their character for developing nearbord stocks Koashva opencast. The analysis of changes in the stress-strain state of massif around development workings in stages mining substages depending on their position relative to cleaning area. The research was carried out using a numerical modelling using the finite elements method.

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Yu. N. Ogorodnikov, A. D. Kuranov (2011) Geomichanical justification of entries stability at development of nearboard reserves of Кoashva quarry with a roof fall of a disturbed pit wall. Journal of Mining Institute. Vol 190. p. 240.