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ArticleName The effects of humidity on energy intensity of crushing dolomite from the Internationalnaya diamond mine at different temperatures
DOI 10.17580/or.2023.05.01
ArticleAuthor Zakharov E. V.
ArticleAuthorData

N. V. Chersky Mining Institute of the North, Siberian Branch, RAS (Yakutsk, Russia)
Zakharov E. V., Senior Researcher, Candidate of Engineering Sciences, zaharoff@igds.ysn.ru

Abstract

The paper presents experimental data on the effects of humidity on the specific energy intensity of dolomite crushing at the Internationalnaya diamond mine of PJSC AK ALROSA. A previously developed methodology was used to assess the effects of dolomite saturation with distilled water and a 5 % salt solution (NaCl) on the energy intensity of its crushing in the temperature range of +20 to –30 °C. It has been experimentally established that at positive temperatures the specific energy intensity of crushing water- and salt-saturated dolomite samples is 30–40 % lower than in the air-dry state. At lower negative temperatures, the energy intensity of the crushing process starts to increase sharply and is more than twice as high at –30 °C as the energy intensity of crushing air-dry samples. At the same time, the specific energy consumption for crushing air-dry samples monotonically increases with lower temperatures and is 40 % higher at –30 °C than the energy consumption at a positive temperature. For dolomite samples saturated with a 5 % NaCl solution, the energy intensity of crushing at –5 °C is 45 % below that of the air-dry state. At this negative temperature and saturation values, dolomite has a local minimum energy consumption, as established previously for other rocks. A further decrease in temperatures leads to higher specific energy intensities of crushing salt-saturated dolomite samples. The data obtained indicate a significant effect of humidity and medium composition on the specific energy intensity of crushing dolomite samples from the Internationalnaya diamond mine in both positive and negative temperature ranges.
The work was completed within the framework of the state assignment of the Ministry of Science and Higher Education of the Russian Federation (subject No. 0297-2021-0021, number 122011800083-0 in the Unified State Information System for Recording Research, Development, and Engineering Work) using the equipment of the Center for the Shared Use of Scientific Equipment of the Federal Research Center of the Yakut Scientific Center of the Siberian Branch of the Russian Academy of Sciences under grant No. 13.TsKP.21.0016.

keywords Crushing energy intensity, rock reduction, negative temperatures, rocks, dolomite, humidity, salinity
References

1. Alekseeva L. P. Geochemistry of underground ice, salt waters and brines of Western Yakutia. Diss. for the degree of Doctor of Geological and Mineralogical Sciences. Tomsk, TPU, 2016. 233 p.
2. Fundamentals of geocryology (permafrost science). Part I. General geocryology. Ed. P. F. Shvetsov. Moscow: Publishing House of the USSR Academy of Sciences, 1959. 460 p.
3. Fotiev S. M. Regularities of the development of cryogenic strata on the territory of the USSR and their influence on the formation of groundwater in various geostructural conditions. Diss. for the degree of Doctor of Geological and Mineralogical Sciences. Moscow, 1978. 447 p.
4. Votyakov I. N. Physico-mechanical properties of frozen and thawing soils of Yakutia. Novosibirsk: Nauka, 1975. 238 p.
5. Fedulov A. I., Ivanov R. A. Energy intensity of destruction of frozen soils by mounted impact devices. Fizikotekhnicheskie Problemy Razrabotki Poleznykh Iskopayemykh. 1997. No. 3. pp. 55–59.
6. Potemkin S. V. Softening of frozen and cemented rocks of placer deposits. Moscow: МGGА, 1995. 120 p.
7. Tsytovich N. A. Mechanics of frozen soils (general and applied). Moscow: Vysshaya Shkola, 1973. 448 p.
8. Zakharov E. V. Effects of negative temperatures on crushing rocks of various deposits in Yakutia. Obogashchenie Rud. 2021. No. 4. pp. 3–9. DOI 10.17580/or.2021.04.01
9. Zakharov E. V. The influence of alternating temperature effects on the energy intensity of the rock crushing process. Diss. for the degree of Candidate of Engineering Sciences. Yakutsk, MIN SB RAS, 2012. 120 p.
10. Wang C., Li S., Zhang T., You Z. Experimental study on mechanical characteristics and fracture patterns of unfrozen/freezing saturated coal and sandstone. Materials. 2019. Vol. 12, Iss. 6. DOI: 10.3390/ma12060992
11. Inada Y., Kinoshita N. A few remarks on storage of low temperature materials in rock caverns. ISRM 2003 – Technology roadmap for rock mechanics. September 8–12, 2003. Sandton, South Africa. pp. 565–568.
12. Davarpanah S. M., Török Á., Vásárhelyi B. Review on the mechanical properties of frozen rocks. Rudarsko-geološkonaftni Zbornik. 2022. Vol. 37, No. 3. pp. 83–96.
13. Rosenbaum M. A. The influence of negative temperature on the strength of rocks. Kolyma. 1981. No. 11. pp. 4–8.
14. Zhou Z., Cai X., Cao W., Li X., Xiong C. Influence of water content on mechanical properties of rock in both saturation and drying processes. Rock Mechanics and Rock Engineering. 2016. Vol. 49. pp. 3009–3025.
15. Ming F., Zhang S., Niu F., Zhou Z. A study on crack damage stress and the damage constitutive model of frozen sandstone. Bulletin of Engineering Geology and the Environment. 2021. Vol. 80. pp. 6955–6970.
16. Zhou Z., Yude E., Cai X., Zhang J. Coupled effects of water and low temperature on quasistatic and dynamic mechanical behavior of sandstone. Geofluids. 2021. Vol. 10. DOI: 10.1155/2021/9926063
17. Li M., Yu H., Zhang J., et al. Study on dynamic mechanical response characteristics and fracture energy dissipation mechanism of sandstones with different saturations under real-time low temperature. Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 2023. Vol. 9. DOI: 10.1007/s40948-023-00622-3
18. Suknev S. V. Influence of temperature and water content on elastic properties of hard rocks in thaw/freeze state transition. Fiziko-tekhnicheskie Problemy Razrabotki Poleznykh Iskopayemykh. 2019. No. 2. pp. 14–22.
19. Wang Y., Li C. H., Han J. Q. On the effect of stress amplitude on fracture and energy evolution of pre-flawed granite under uniaxial increasing-amplitude fatigue loads. Engineering Fracture Mechanics. 2020. Vol. 240, Iss. 2. DOI: 10.1016/j.engfracmech.2020.107366
20. Zhou Z., Cai X., Ma D., et al. Water saturation effects on dynamic fracture behavior of sandstone. International Journal of Rock Mechanics and Mining Sciences. 2019. Vol. 114. pp. 46–61.
21. Cai X., Zhou Z., Zang H., Song Z. Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms. Engineering Geology. 2020. Vol. 276. DOI: 10.1016/j.enggeo.2020.105760
22. Konovalenko V. Ya. Handbook of physical and mechanical properties of rocks of diamond deposits of Yakutia. Novosibirsk: Publishing House of SB RAS, 2012. 276 p.
23. Yanchenko G. A. Indicators of content of ice and water unfrozen in the frozen rocks and soils. Gornyi Informatsionno-analiticheskiy Byulleten'. 2015. No. 11. pp. 93–101.
24. Chuvilin E. M., Sokolova N. S., Bukhanov B. A. et al. Application of water-potentiometric method for unfrozen water content determination in different frozen soils. Kriosfera Zemli. 2020. Vol. XXIV, No. 5. pp. 16–28.
25. Kuzmin G. P., Sleptsova Yu. G. Determination of the amount of unfrozen water in frozen soils by sample deformation. Vestnik Zabaykalskogo Gosudarstvennogo Universiteta. 2019. Vol. 25. pp. 4–9.
26. Cheverev V. G. The nature of cryogenic properties of soils. Moscow: Nauchnyi Mir, 2004. 234 p.

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