A method for determining the parameters of sound design elements of systems development of ore deposits in relation to a whole different purpose. Showing examples of methods for the conditions of ore deposit Yuzhnoe, Elkon uranium district.
How to cite:
Kuranov , A. D. (2013). Application of numerical modeling for design of safety paramters of safety mining method in highly stressed masses. Journal of Mining Institute, 206, 60. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5437
Geotechnology for development of solid mining fields
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.
How to cite:
Protosenya , A. G., Belyakov , N. A., & Kuranov , A. D. (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, 199, 17. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5813
Geotechnology for development of solid mining fields
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. (2012). Investigation of the parameters of stressstate nearbord arrays based sequence miningcombined with open-underground mining diamond mine. Journal of Mining Institute, 199, 106. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5828
Geotechnology for development of solid mining fields
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.
How to cite:
Kuranov , A. D. (2012). Determination of the stress parameters of nearbord areas of open pits, located in highly stressed rock massif. Journal of Mining Institute, 199, 111. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5829
Geotechnology for development of solid mining fields
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.
How to cite:
Potemkin , D. A., Demenkov , P. A., Ochnev , V. N., & Kuranov , A. D. (2012). Stress and strain state of «soil – pile foundations» for varios stages of high-rise building construction. Journal of Mining Institute, 199, 123. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5831
Present-day problems of geomechanics, mining practice and innovation technologies in mining engineering
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.
How to cite:
Protosenya , A. G., & Kuranov , A. D. (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, 197, 151. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/5981
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.
How to cite:
Ogorodnikov , Y. N., & Kuranov , A. D. (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, 190, 240. Retrieved from https://pmi.spmi.ru/index.php/pmi/article/view/6456
