Ishchenko K.S., Konoval V.M., Lohvyna L.O. An effective way to rock mass preparation on metallic and nonmetallic quarries Ukraine

Geoteh. meh. 2019, 146, 28-40

 https://doi.org/10.1051/e3sconf/201910900031

AN EFFECTIVE WAY TO ROCK MASS PREPARATION ON METALLIC AND NONMETALLIC QUARRIES UKRAINE

1Ishchenko K.S.,2Konoval V.M., 1Lohvyna L.O.

1Institute of Geotechnical Mechanics named N. Poljakov of National Academy of Science of Ukraine, 2Cherkasy State Technological University

UDC               622.235.233                                             

Language: English

Abstract.

The article is aimed at developing method in experimental studies and industrial-Poligon particular conditions justifying the choice of a rational design of an explosive charge for an effective way to rock mass preparation on metallic and nonmetallic quarries Ukraine. The comparative results of the evaluation of the stress wave’s amplitudes studies and the character of crushing hard media from the explosion of the charge explosives-variable and constant cross section. It has been established experimentally that with an explosion of a variable height charges, the stresses in a compression wave is higher than with an explosion of constant cross section charges. It is shown that the total mass of the model parts break by the explosion by a variable cross section charge is greater than with the explosion of other designs charges such as: of constant cross section, variable diameter along the charge column with the boiler extension on bottom and with an air gap. This increases the volume as large fractions di>50 mm and the average diameter of the piece. The dependences of the particle size distribution of various designs explosive charges destroyed by the explosion are constructed. In industrial conditions, the rationale for the explosive boreholes location according to the massif structure. Adjusted boreholes location grid on rational parameters blasting unit, determined using a novel method of breaking rock complex structure. A new design of a combined borehole charge of variable cross section has been proposed. The use of the proposed design of the combined borehole charge of variable cross-section makes it possible, with a constant mass of charge, to increase its length and, as a result, to more evenly distribute the explosives over the step height. At the same time, the conditions for the transfer of energy from the charge explosive change when a multi-gradient and multidirectional stress field is formed in the massif that collapses. Industrial tests performed and evaluation of the effectiveness of the proposed method blasting locally fractured rocks and ore deposits on non-metallic minerals. Recommendations on their use are given.

Keywords: rock mass, explosive, charge structure, particle size distribution

 

REFERENCES

1. Efremov, E.I. (2007), “Controlling the size of the over-grinding zone of rocks during their explosive destruction”, Bulletin of the Kryvyi Rih Technical University, no. 18, pp. 36-39

2. Osinnii, V.Ya. and Оsinnia, N.V. (2013), “About the boiler cavity and the rational design of the charge at breaking of strong ores under underground conditions”, In Development, use and ecological safety of modern granular and emulsion explosives, pp. 39-41.

3.Osinnii, V.Ya. (2016), “The penetration of the uprising excavations by blasting hole charges on the compensation cavity formed by the plasma method”, Bulletin of the Ukrainian Union of Explosives Engineers, no.1 (29), pp. 17-20.

4. Efremov, E.I. [and others] (2018), “Destruction of solid media with their different gradient explosive loading by elongated charges of variable diameter”, Collection of scientific works State HEI “NMU”, no.  54, pp. 52-60

5. Тyshchenko, S.V. [and others] (2015), “Justification of the parameters of the downholes charge of an explosive with an air gap and a reflector from bulk materials”, Metallurgical and Mining Industry, no. 2, pp. 90-93.

6. Rahmanov, R.A. (2013), “Borehole charge designs with varying diameters at the top of the ledge”,  Gornyy informatsionno-analitichesriy bulletin, no. 8, pp. 205-207.

7. Norov, U.D. [and others] (2016), “Intensification of the destruction of an array of various rock rocks with explosive charges with a cumulative effect”,  Mining Journal,no. 2, pp. 32-34.

8. Rahmanov, R.A. (2013), “Substantiation of the parameters of the combined design of a downholes charge for a  different massif”, Gornyy informatsionno-analitichesriy bulletin, no. 8, pp. 207-209.

9. Dygarchirenov, A.V. [and others] (2015), “Requirements for the choice of parameters for blasting operations for crushing complex rock massifs by combined and additional charges”, Blasting work, no. 113 (70), pp. 142-148.

10. Petrenko, V.D. and Konoval, S.V. (2014), “Experimental investigation of influence of cross-sectional shape of charge on nature of solid medium destruction”, Modern resource-saving technologies of mining production, no. 2, pp. 31-43.

11. Ishchenko, K.S. [and others] (2015), “Features of destruction of solid media by explosive charges of various shapes’,News of Higher Education. Mining Journal,  no. 5, pp. 75-79

12. Ishchenko, K.S., Kratkovsky, I.L., Konoval, S.V. and Konoval, V.M. (2014), Sposid vybukhovogo ruinuvannia kjrfkmyj-trishchynuvatykh anizotropnykh girskykh porid [Method of blasting of local-fractured anisotropic rocks],  Patent  No 105730, Ukraine

13. Ishchenko, K.S., Konoval, S.V., Kratkovsky, I.L., Kruykovsky V.V. and Konoval, V.M. (2016), Sposib modeliuvannia vybukhovogo ruinuvannia girskykh porid  [Method of simulation of explosive destruction of rocks],  Patent No 110745, Ukraine   

14. Ishchenko, К.S. (2012). The way to create a heterogeneous explosive loading of a solid medium along the length of the charge, Modern resource-saving technologies of mining production, no. 2 (10), pp. 83-88.

15. Glоzmаn, I.O. (1965), Piezoelektricheskie materialy v elektronnoy tekhnike [Piezoelectric materials in the electronic engineering], Energy, Moscow-Leningrad, SU.

16. Baron, L.I. (1960), Kuskovatost I metody ee izmereniya [Lumpiness and its measurement methods], Publisher AN USSR, Moscow, SU.

About the authors

IshchenkoKostiantyn Stepanovych, Candidate of Technical Sciences (Ph.D.), Senior Researcher in the Department of Rock Explosion Mechanics, Institute of Geotechnical Mechanics named N. Poljakov of National Academy of Science of Ukraine (IGTM, NAS of Ukraine), Dnipro, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.

KonovalVolodymyr Mykolaiovych, Candidate of Technical Sciences (Ph.D.), Associate Professor of the Department of civil and industrial building of the Cherkasy state technological university, Cherkasy, Ukraine

Lohvyna Lyudmyla Oleksandrivna, Master of Science, Junior Researcher in the Department of Rock Explosion Mechanics, Institute of Geotechnical Mechanics named N. Poljakov of National Academy of Science of Ukraine (IGTM, NAS of Ukraine), Dnipro, Ukraine, Ця електронна адреса захищена від спам-ботів. вам потрібно увімкнути JavaScript, щоб побачити її.