Geomechanical justification of rock mass model for the analysis of the limit state of pillars
About authors
- 1 — G.V. Plekhanov Saint Petersburg Mining University
- 2 — G.V. Plekhanov Saint Petersburg Mining University
- 3 — G.V. Plekhanov Saint Petersburg Mining University
Abstract
An algorithm for selecting a mathematical model of the rock massif is presented. The finite difference method is used as a numerical solution method. The case of nonlinear rock deformation process is considered.
Область исследования:
(Archived) Modern problems of geomechanics and geotechnology
Similar articles
Methodology for evaluating the stability of viscoplastic rocks in the walls of deep wells
2004 L. K. Gorshkov, V. G. Gorelikov
Geomechanical analysis of St. Petersburg bedrock clays as a fractured-block environment
2004 R. E. Dashko, A. V. Volkova
A study of the distortion of images taken with digital cameras
2004 K. N. Shkavera, Yu. N. Kornilov, A. S. Kirillova
Determination of latitude and azimuth without the aid of a chronometer by a star with unknown coordinates
2004 I. S. Pandul