Features of computing design of interaction of anchor and rock of mountain massif
Authors: V.V. Fomichov, R.V. Zuber, G.P. Spivak
Wide application of anchors for maintenance of mine tunnel requires searching of optimum indexes of the anchor fastening in various external environments. By carrying out a computing experiment it is necessary to design an anchor and terms of its interface. Test calculations were executed in order to estimate influence of model of anchor parameters on the result. The result of calculations has made it possible to get a number of regularities of influencing of different parameters of model of anchor on the general picture of stress distribution.
Files:
2010_06 Fom | |
2012-12-14 199.96 KB 1021 |
Tags: anchor • stress-strain state • calculation scheme • supraliminal condition • total displacement
Newer news items:
Older news items:
- Hydromechanical changes of the reservoir water-bearing gas storage coefficients - 26/12/2012 15:27
- Ways of impulse washing of wells - 26/12/2012 15:25
- Substantiation of parameters of mine workings maintenance for reuse - 26/12/2012 15:21
- Adaptive optimization of processing cycle and parameters of working face breaking mode by means of heading machine of selective action by resource criterion - 26/12/2012 15:19
- Staged transformation of rock flows when diversificating mining product - 26/12/2012 15:16
- Reducing of ore dilution by layer-by-layer breaking and draving - 26/12/2012 15:14
- Towards estimation of workings efficiency near the watered tectonic violations - 26/12/2012 15:13