TO THE ESTIMATE OF LONG-TERM STABILITY OF THE ROOF COAL IN TUNNELS OF GYPSUM MINES IN ZONES WITH GEOLOGICAL DISTURBANCES

UDC 622.831

Sergienko V.N., Ph.D. (Tech.), Senior Researcher (IGTM NAS of Ukraine)

Аmelin V.A. (IGTM NAS of Ukraine)

Vasiljev B.V. (IGTM NAS of Ukraine)

Vojtovich Т.G. (IGTM NAS of Ukraine)

Аmelina L.V., M.S (Tech.) (SHEI “DSAU”)

Abstract. The authors consider possibility to perform mining operations in zones with geological disturbance in gypsum deposits. Special attention is drawn to estimate of long-term stability of the roof coals in tunnels with geological disturbance. Typical variants of the roof coal structure are considered  for undisturbed areas and areas with geological disturbance in tunnels of the gypsum mines. Dynamics of block structure formation in the roof coal at long-term exploitation of the tunnel was analyzed, and the most typical natural defects in the roof coal were specified. Impact of a factor complex on the roof coal operating safety is considered. An analytical estimate of long-term stability of the roof coal is presented for three rated cases. The findings are used for choosing proper parameters of the mining system in disturbed zones.

Keywords: gypsum mines, roof, geological disturbance, long-time stability.

References:

1. Usachenko, B.M. (1985), Geomekhanika podzemnoy dobychi gipsa [Geomechanics underground mining of gypsum], Naukova dumka, Kiev. Ukraine.

2. Usachenko, B.M., Amelin, V.A. and Lesovitskaya, R.B.  (2007), “Geological. Servicing of a Gypsum Mines”, Geotekhnicheskaya Mekhanika [Geo-Technical Mechanics], no. 73, pp. 237-253.

3. Amelin, V.A., Vasiliev, B.V. and Pokutneva, L.V. (2008), “The selective extraction by the combined way of a chambered reserve of gypsum in conditions of gypsum mine of Artemovsk”, Geotekhnicheskaya Mekhanika [Geo-Technical Mechanics]. no. 78, pp. 149-154.

4. Kirnichanskiiy, G.T. (1989), Elementy teorii deformirovaniia i razrusheniia gornych porod [Elements of the theory of deformation and destruction of rocks] Naukova dumka, Kiev, Ukraine.

About the authors:

Sergienko Viktor Nikolayevich, Candidate of Technical Sciences (Ph.D), Senior Researcher, Senior Researcher in Rock Mechanics Department, M. S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Sciences of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .

Amelin Vladimir Anatolievich, Master of Science, Principal Specialist in Rock Mechanics Department, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Sciences of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .

Vasiljev Boris Vasilievich, Master of Science, Principal Specialist in Rock Mechanics Department, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Sciences of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it.

Vojtovich Tatiana Gennadievna, Doctoral Student in the Department in Rock Mechanics Department, M.S. Polyakov Institute of Geotechnical Mechanics under the National Academy of Sciences of Ukraine (IGTM, NASU), Dnepropetrovsk, Ukraine, vojtovich.leonid@yandex.ru.

 Amelina Larisa Vladimirovna, Master of Science, Assistant, State Higher Educational Institution “Dnipropetrovs’k State Agrarian University” (SHEI “DSAU”), Dnepropetrovsk, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .

 

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