Controlover geomechanical processes intended to impruve a coal-and-rock massif stability
/ 0
- Details
- Category: Mining
- Last Updated on 22 June 2016
- Published on 22 June 2016
- Hits: 3581
Authors:
V.F. Dyomin, Dr. Sci. (Tech.), Professor, Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.
N.А. Nemova, Cand. Sci. (Tech.), Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.
T.V. Dyomina, Cand. Sci. (Tech.), Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.
Sh.B.Zeytinova, Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.
Abstract:
Purpose. To develop progressive technological schemes of the roof bolting for mine workings with respect to stress distribution around workings.
Methodology. Methodology of selection of the support system included the study of stress-strain state, rock pressure manifestations, conditions of working maintenance depending on mining-and-geological, mining-and-technological and mining-engineering parameters in order to determine their influence on the roof bolting efficiency and substantiate the support pattern; ensure stability and reduce deficiency and costs of driving and maintenance.
Results. The stress-strain state, mining pressure manifestations, conditions of working maintenance taking into account mining and technological parameters were studied. The study allowed us to determine the extent of influence of the mentioned factors on the efficiency of roof bolting support of workings.
Originality. We determined the consistent patterns of change of plastic range of stress and its evolution with time, the stability of working contours depending on mining-and-geological and mining-engineering factors, and the parameters for reliable operation of workings. Based on analytical modelling, the technology, systems and means for driving workings that promote decreasing the deficiency of contours were developed.
Practical value. The results of studies focused on development of the technology of intensive and safe working driving on the basis of the revealed regularities of the behaviour of the adjoining rock massifs were presented and optimization of the parameters of technological schemes of first workings were presented. They allow controlling the anthropogenic stress-strain state and raise the efficiency of the technology of marginal rock massif support.
Список літератури / References:
1. Lushnikov, V.N., Eremenko, V.A., Sandie, M.P. and Bucher, R., 2014. Excavation support in the conditions of deformable and bump hazardous rock massifs. Gornyi Zhurnal, no. 4, pp. 37−43.
2. Osipov, A.N., Bulkin, A.V., Guselnikov L.M. and Kurka, S.N., 2011.A way of floor heave control in workings. RF Pat.2438018.
3. Eremenko, V.A., Lushnikov, V.N. Sandy, M.P. Milkin, D.A. and Milshin, E.A.,2013.Substantiation and selection of a technology of excavation and support system of workings in unstable rocks at deep layers of Kholbinskiy mine. Gornyi Zhurnal, no. 7, pp. 59–67.
4. Kuzmin, S.V., Salvasser, I.A. and Meshkov, S.A., 2014. Mechanism of rock heaving development and ways to control it. MiningInformation-Analytical Bulletin. Special issue Mining Book, no. 3, pp. 120−126.
5. Nierobisz, A., 2011. Development of roof bolting use in Polish coal mines. Journal of Mining Science, Vol. 47, Issue 6, pp. 751‒760.
6. Pivnyak, G., Bondarenko, V. and Kovalevska, I. Mining of Mineral Deposits. London: A Balkema Book. CRC Press, Taylor & Francis Group.
7. Rozenbaum, M.A. and Demekhin, D.N., 2014. Deformational criteria for the stability of roof rocks and rock bolts. Journal of mining science. Vol.50, Issue 2,pp. 260‒264,DOI: 10.1134/S1062739114020082
8. Aliyev, S.B., Dyomin, V.F., Yavorskiy, V.V. and Dyomina, T.V.,2013. Establishing anchorage parameters depending on the mining and technological conditions of excavation operation.Ugol, no.1,pp. 69−72.
 2016_02_Dyomin
|
|
 2016-06-21  1.33 MB  1348 |
|
Archive