REGARDING THE SPECIAL ASPECTS OF CRACKS GROWTH IN A VISCO-ELASTIC MATERIAL WITH THE EXTENDED HIERARCHIC STRUCTURE
- Authors: Kalachev V.A.1, Panfilov P.E.1, Zaytsev D.V.1
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Affiliations:
- Ural Federal University named after the first President of Russia B.N. Yeltsin, Yekaterinburg
- Issue: No 3 (2017)
- Pages: 59-64
- Section: Technical Sciences
- URL: https://vektornaukitech.ru/jour/article/view/216
- DOI: https://doi.org/10.18323/2073-5073-2017-3-59-64
- ID: 216
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Abstract
The study of physical mechanisms of rock materials destruction allows obtaining the information necessary for the development of new technologies for mining and processing of minerals. Furthermore, such knowledge makes it possible to assess in real-life conditions the influence of external factors, for example, water, on the strength characteristics of mine workings and constructions, including the underground ones. The authors study the deformation behavior and special aspects of the destruction of small-sized specimens cut from the model viscoelastic materials – rock materials (carbonaceous quartzite, serpentinite, and artificial sandstone) under the diametrical compression – indirect stretching. Laboratory studies and subsequent modeling of the structure and properties of rock materials performed on small-sized specimens make it possible to solve the task not attracting the expensive test equipment and without violating the integrity of the specimens. During the study, small-sized specimens in the form of cylinders were produced from model viscoelastic materials. The mechanical properties of carbonaceous quartzite, serpentinite, and artificial sandstone specimens were estimated in the initial state and after a 24-hour water soak test. The study showed the influence of water on the change of a type of the specimens’ deformation behavior. The authors mapped the specimens’ side surfaces and created the topograms of the working surfaces before and after the tests. Based on them, the metallographic analysis of the geometric characteristics of cracks was performed at the macro- and microscopic levels. It was suggested that the change of a type of deformation behavior of rock materials, as well as the decrease in the strength properties of test rock materials specimens under the influence of water, are explained by the Rehbinder effect mechanisms.
About the authors
Vasiliy Aleksandrovich Kalachev
Ural Federal University named after the first President of Russia B.N. Yeltsin, Yekaterinburg
Author for correspondence.
Email: gelian.fox@gmail.com
graduate student of Institute of Natural Sciences and Mathematics
РоссияPetr Evgenievich Panfilov
Ural Federal University named after the first President of Russia B.N. Yeltsin, Yekaterinburg
Email: peter.panfilov@urfu.ru
Doctor of Sciences (Physics and Mathematics), Professor, senior researcher of Institute of Natural Sciences and Mathematics
РоссияDmitriy Viktorovich Zaytsev
Ural Federal University named after the first President of Russia B.N. Yeltsin, Yekaterinburg
Email: dmitry.zaytsev@urfu.ru
Doctor of Sciences (Physics and Mathematics), assistant professor of Institute of Natural Sciences and Mathematics
РоссияReferences
- Evseev V.D. The nature of the Rehbinder’s effect at rocks destruction. Neftyanoe khozyaystvo, 2011, no. 11, pp. 38–40.
- Evseev V.D. On the possibility of using the Rehbinder effect when drilling wells. Izvestiya Tomskogo politekhnicheskogo universiteta. Inzhiniring georesursov, 2010, vol. 317, no. 1, pp. 165–169.
- Adushkin V.V., Turuntaev S.B. Tekhnogennye protsessy v zemnoy kore (opasnosti i katastrofy) [Technogenic processes in the Earth’s crust (dangers and catastrophes)]. Moscow, INEK Publ., 2005. 252 p.
- Protosenya A.G. Limit state of fluid saturated rocks and stability assessment of oil and gas boreholes. Neftyanoe khozyaystvo, 2015, no. 2, pp. 23–27.
- Dolgy I.E., Nikolaev N.I. Resistance of rocks to crushing during well drilling. Zapiski gornogo instituta, 2016, vol. 221, pp. 655–660.
- Kuksenko V.S., Damaskinskaya E.E., Kadomtsev A.G. Fracture of granite under various strain conditions. Izvestiya. Physics of the Solid Earth, 2011, vol. 47, no. 10, pp. 879–885.
- Gogolin V.A. Deformation and strength characteristics brittle rock under compression. Vestnik Kuzbasskogo gosudarstvennogo tekhnicheskogo universiteta, 2016, no. 3, pp. 3–8.
- Stavrogin A.N., Tarasov B.G. Eksperimentalnaya fizika i mekhanika gornykh porod [Experimental physics and mechanics of rocks]. Sankt Petersburg, Nauka Publ., 2001. 343 p.
- Dobrynin V.M., Vendelshteyn B.Yu., Kozhevnikov D.A. Petrofizika (Fizika gornykh porod) [Petrophysics (Physics of Rocks)]. Moscow, Neft i gaz Publ., 2004. 368 p.
- Anders M.H., Laubach S.E., Scholz C.H. Microfractures: A review. Journal of Structural Geology, 2014, vol. 69, part B, pp. 377–394.
- Briševac Z., Kujundžić T. Models to estimate Brazilian indirect tensile strength of limestone in saturated state. Rudarsko-geološko-naftni zbornik, 2016, pp. 59–67. doi: 10.17794/rgn.2016.2.5.
- Ron H. Vernon: A practical guide to Rock Microstructure. Cambridge, Cambridge University Press, 2004. 579 p.
- McClintock F., Argon A.S. Deformatsiya i razrushenie materialov [Mechanical behavior of materials]. Moscow, EE Media Publ., 2012. 501 p.
- Argon A.S. Strengthening mechanisms in crystal plasticity. Oxford, Oxford University press, 2008. 425 p.
- Briševac Z., Kujundžić T., Čajić S. Current Cognition of Rock Tensile Strength Testing By Brazilian Test. The Mining-Geology-Petroleum Engineering Bulletin, 2015, pp. 101–111. doi: 10.17794/rgn.2015.2.2.
- Silberschmidt V.G., Silberschmidt V.V. Analysis of Cracking in Rock Salt. Rock Mechanics and Rock Engineering, 2000, vol. 33, no. 1, pp. 53–70.
- Briševac Z., Kujundžić T. Models to estimate the Brazilian indirect tensile strength of limestone in saturated state. The Mining-Geology Petroleum Engineering Bulletin, 2016, pp. 59–67.
- Zaytsev D.V., Panfilov P.Y., Kochanov A.N., Panteleev I.A. Influence of the scale effect in testing the strength of rock samples. Bulletin of the Russian Academy of Sciences: Physics, 2017, vol. 81, no. 3, pp. 337–340.
- Zaytsev D.V., Kochanov A.N., Toktogulov Sh.Zh., Panteleev I.A., Panfilov P.E. Influence of scale effect and heterogeneity of rocks to determine their strength. Gorniy informatsionno-analiticheskiy bulleten, 2016, no. 11, pp. 208–215.
- Sukhonos S.I. Masshtabniy effect – nerazgadannaya ugroza [Scale effect – unsolved threat]. Moscow, Noviy Tsentr Publ., 2001. 68 p.