Application of the boundary element method for calculating the parameters of the stress-strain state of a rock massif in the vicinity of workings of different outline
About authors
- 1 — Professor G.V. Plekhanov Saint Petersburg Mining Institute
- 2 — Research assistant G.V. Plekhanov Saint Petersburg Mining Institute
Abstract
The natural stress-strain state of mining massif is disrupted while mining works is carried on. Different numerical methods can be applied for calculation of parameters stress and strain state in the mining massif: the finite difference method, the finite-element method, the boundary element method, the application of the last of these methods is described in this work. The problem of distribution strains around entries of different configuration, drifted in elastic, homogeneous, isotropic mining massif is described. The indirect method of fictitious stresses and the boundary integral method are used for solution this problem.
Similar articles
Direction and features of corporate restructuring of oil and gas companies
2007 V. V. Kosovtsev, Yu. M. Mokhov
Electromechanical column drilling shell on a load-carrying cable for cleaning of bottom-hole zones of oil wells
2007 S. S. Staroded
Reference complex on metrological maintenance of measurements of quantity of crude oil and oil gas
2007 A. N. Lyubchik
Justification of parameters of the technological equipment at hydraulic transportation of highly concentrated hydraulic mixtures
2007 S. E. Demyanov