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PHYSICS OF ROCKS AND PROCESSES
Название Determination of Poisson’s ratio in crushed hard rocks of various grain-size composition
DOI 10.17580/gzh.2017.02.08
Автор Lizunkin V. M., Babello V. A., Lizunkin M. V., Beydin A. V.
Информация об авторе

Transbaikal State University, Chita, Russia:

V. M. Lizunkin, Professor, Doctor of Engineering Sciences
V. A. Babello, Professor, Doctor of Engineering Sciences
M. V. Lizunkin, Associate Professor, Candidate of Engineering Sciences, lmv1972@mail.ru
A. V. Beydin, Senior Lecturer

Реферат

Underground mineral mining uses technologies that may result in caving of host rocks or dirt fill, or ore in a mined-out void (mining with shrinkage, underground block leaching). In this respect, it is important to know deformation characteristics of broken rocks and influence of these characteristics on stress state of surrounding rock mass. Computer-aided mathematical modeling of stress state of rocks involves different deformation characteristics. The accuracy requirements imposed on the determination of indexes included in these characteristics are raised. One of the most critical deformation characteristics of rocks is Poisson’s ratio that characterizes cross-deformation of a medium, in particular, crushed ore. There are merely a few studies into Poisson’s ratio of crushed hard rocks. This is associated with the inadaptability of Poisson’s ratio procedures developed for dispersed soil, in the majority of cases, and with the technical difficulties. The aim of this study is the determination of Poisson’s ratio in crushed hard rocks of various grain-size composition using the method of belt. In the proposed modified method, a steel belt fixed horizontally or vertically relative to ore in a ring under load was kept immovable, the ring with ore was forced to move horizontally, and the force initiating the movement was measured. This approach allowed higher accuracy of the measurement. The results were used to determine the lateral earth pressure coefficient and Poisson’s ratio. The article reports experimental results on the determination of the lateral earth pressure coefficient and Poisson’s ratio of crushed hard rocks of various grain-size composition, which should be included in the modeling of rock mass stresses.
This study has been supported by the Ministry of Education and Science of the Russian Federation within the Project on Integrated Geotechnology for Low-Grade Economic Uranium Ore Reserves.

Ключевые слова Crushed hard rocks, grain-size composition, weighted mean size of rock fragment, deformation properties, Poisson’s ratio, lateral earth pressure coefficient, method of belt, vertical pressure
Библиографический список

1. V. M. Lizunkin, A. I. Sobolev, A. A. Pogudin, M. V. Lizunkin. Method of mining of steeply-inclined ore bodies. Patent RF, No. 2386031. Applied: 25.09.2008. Published: 10.04.2010. Bulletin No. 10.
2. Lizunkin V. M., Pogudin A. A., Lizunkin M. V. About the technical possibility of application of mining system with ore shrinkage in complex mining-geological conditions. Gornyy informatsionnoanaliticheskiy byulleten. Special issue. Underground geotechnologies of ore deposits mining. 2014. pp. 3–15.
3. Shurygin S. V., Morozov A. A., Lizunkin V. M., Lizunkin M. V., Beydin A. V. Complex technology of geotechnology development of poor-balance uranium ores. Gornyy informatsionnoanaliticheskiy byulleten. Special issue. Underground geotechnologies of ore deposits mining. 2014. pp. 15–28.
4. Vilchinskiy V. B., Savchikov L. V., Kozhiev Kh. Kh., Marysyuk V. P., Nagovitsin Yu. N. Introduction of highproduction systems of mining operations on «Norilsk Nickel» MMC Polar Division mines. Tsvetnye Metally. 2011. No. 8-9. pp. 8–12.
5. ASTM D5731-08. Standard test method for determination of the point load strength index of rock and application to rock strength classifi cations. Book of Standards. Vol. 4.08. Construction: Soil and Rock (I). West Conshohocken : ASTM International, 2013.
6. ASTM D7012-10. Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. Book of Standards. Vol. 4.09. Soil and Rock (II). West Conshohocken : ASTM International, 2010.
7. Verret F. O., Chiasson G., Mcken A. SAG Mill tasting – an overview of the test procedures available to characterize ore grindability. SGS MINERALS SERVICES. 2011. Technical Paper 2011-08. 10 p.
8. Ping Y. J., Zhong C. W., Sen Y. D., Qiang Y. J. Numerical determination of strength and deformability of fractured rock mass by FEM modeling. Computers and Geotechnics. 2015. Vol. 64. pp. 20–31.
9. Brinkgreve R. B. J., Engin E., Swolfs W. M. Plaxis 3D: user manual. Netherlands : Plaxis BV, 2010. 18 p.
10. Khani A., Baghbanan A., Norouzi S., Hashemolhosseini H. Effects of fracture geometry and stress on the strength of a fractured rock mass. International Journal of Rock Mechanics & Mining Sciences. 2013. No. 60. pp. 345–352.
11. Boldyrev G. G., Melnikova A. V., Merkulev E. V., Novichkov G. A. Comparison of methods of laboratory and field soil testing. Inzhenernye izyskaniya. 2013. No. 14. pp. 28–46.
12. Arkhangelskiy I. V. Ways of increasing of quality of investigations of soil deformation properties. Inzhenernaya geologiya. 2008. No. 2. pp. 58–64.
13. Golubev A. I., Seletskiy A. V. About the choice of soil model for geotechnical calculations. Urgent scientific-technical problems of modern geotechnics : collection of proceedings. Saint Petersburg. : Izdatelstvo SPbGASU, 2009. Vol. 2. pp. 6–10.
14. Barden L. Stresses and displacements in a cross-anisotropic soil. Geotechnique. 1963. Vol. 13, No. 3. pp. 198–210.
15. Panyukov P. N., Vereshchagin N. P., Dobrov E. M., Kravchuk S. V. Methodical guidances for the definition of deformation, surface and fi ltration characteristics of rocks in stabilometers. Belgorod : VIOGEM, 1973. 67 p.
16. Sorokina G. V. Recommendations for the methods of definition of coefficients of lateral pressure and lateral expansion of clayey soils. Moscow : NIIOSP, 1978. 31 p.
17. State Standard GOST 12248–2010. Soils. Laboratory methods for determining the strength and strain characteristics. Introduced: 01.01.2012. Moscow : Standartinform, 2011. 85 p.
18. Bugrov A. K., Narbut R. M., Sipidin V. P. Soil investigation in the conditions of triaxial compression. Second edition, revised and enlarged. Leningrad : Stroyizdat, 1987. 184 p.
19. Ziangirov R. S., Kalbergenov R. G. Assessment of deformation properties of macrofragmental soils. Inzhenernaya geologiya. 1987. No. 3. pp. 107–118.
20. Boldyrev G. G., Skopintsev D. G. On expedience of developing a national standard of «Compression soil testing with measurement of lateral stresses». Inzhenernaya geologiya. 2015. No. 1. pp. 20–24.
21. Abukhanov A. Z. Soil mechanics : tutorial. Rostov-on-Don : Feniks, 2006. 352 p.

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