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Neftyanaya Provintsiya 
No.2(30),2022

Influence of rock sample size on anisotropy of strength properties

M.M. Aliev, Z.F. Ismagilova, N.N. Burmistrova, E.A. Sozontova

DOI: https://doi.org/10.25689/NP.2022.2.88-97

PP.88-97

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Abstract
References

Abstract

Effect of dimensions of rock samples characterized by anisotropy-associated variations in strength vs. direction is discussed. Subjects of such studies are isotropic rocks, as a rule, however, when anisotropy of strength properties is high, findings of research can be of interest. For this study, input data from published literature were used. Some authors mention that aspect ratio changed over a wide range. Failure criterion, which is essentially a generalization of a classical Mohr–Coulomb linear criterion, was used to determine shear strength and angles of internal friction along various directions. No physical experiments were performed. The problem was solved for conditions of lateral thrust variations; failure pressure for different lateral thrust – failure pressure ratios was determined. Calculations show that the effect of dimensions of rock samples is mostly pronounced when failure pressure is notable across or along the layers at different lateral thrust. In the range of 30° to 60°, the effect is minimal.

Key words:

anisotropy, sample size, strength, load, layers, compression, rock, strength criterion

References

  1. Aliev M.M., Geniev G.A. Raschet nesushchei sposobnosti anizotropnykh osnovaniy sooruzheniy [Calculation of bearing capability of structures’ anisotropic foundations]. Izvestiya Vysshykh Uchebnykh Zavedeniy. Stroitelstvo [News of higher educational institutions. Construction]. Novosibirsk. 2001. pp. 18-22. (in Russian)

  2. Aliev M.M., Ismagilova Z.F., Burmistrova N.N. Geomekhanicheskie modeli sdvigovogo razrusheniya mnogosloinykh gornykh porod [Geomechanical models of shear fracture of multilayer rocks]. Gornyi Informatsionno-Analiticheskiy Bulleten [Mining Informational and Analytical Bulletin (Scientific and Technical Journal)]. 2020, No. 8. pp. 52-61. https://doi.org/10.25018/0236-1493-2020-8-0-52-61. (in Russian)

  3. Ramamurthy, T., 1993. Strength and modulus responses of anisotropic rocks. Comprehensive rock engineering. Pergamon Press, Oxford, Vol. 1, p. 313-329.

  4. Komurlu, E., 2018, Loading rate conditions and specimen size effect on strength and deformability of rock materials under uniaxial compression. Geo-Engineering 9, Paper no: 17, 1-11. https://doi.org/10.1186/s40703-018-0085-z

  5. Durmeková, T., Bednarik, M., Dikejová, P.  et al.  Influence of specimen size and shape on the uniaxial compressive strength values of selected Western Carpathians rocks. Environ Earth Sci 81, 247 (2022). https://doi.org/10.1007/s12665-022-10373-1

  6. Ermolovich E.A., Ovchinnikov A.V., Anikeev A.A., Khaustov V.V. Vliyanie razmerov obrazca na prochnost mela [Influence of sample dimensions on chalk strength]. Izvestiya Tulskogo Gosudarstvennogo Universiteta. Nauki o zemle [News of Tula State University. Geosciences]. 2020, No. 2. pp. 263-271. (in Russian)

  7. J. Quiñones, J. Arzúa, L. Alejano, F. G. Bastante, D. Mas Ivars, G. Walton, 2017, Analysis of size effects on the geomechanical parameters of intact granite samples under unconfined conditions. Acta Geotechnica 12(2), р. 1229-1242. https://doi.org/10.1007/s11440-017-0531-7

  8. Zaitsev D.V., Kochanov A.N., Toktogulov Sh.Zh., Panteleev I.A., Panfilov P.E. Vliyanie masshtabnogo effekta i neodnorodnosti gornykh porod pri opredelenii ikh prochnostnykh svoistv [Influence of scale effect and heterogeneity of rocks to determine their strength properties]. Gornyi Informatsionno-Analiticheskiy Bulleten [Mining Informational and Analytical Bulletin (Scientific and Technical Journal)].  2016, No. 11. pp. 208-215. (in Russian)

  9. Polyulyan A.S. Issledovanie fiziko-mekhanicheskikh svoistv porod kontrolno-stvolovykh skvazhin polovodovskogo uchastka VKMKS [Study of physical and strength properties of rock samples from pilot holes in Verkhne-Kamskoye potassium salt field, Polovodsky area]. International Scientific Review No. 11(21). International Scientific Review of the Problems and Prospects of Modern Science and Education: XIX International Scientific and Practical Conference (New York, USA - 22 July, 2016. рp.101-103).

  10. Ergün Tuncay, Nazlı Tunar Özcan,  Aycan Kalender, 2019, An approach to predict the length-to-diameter ratio of a rock core specimen for uniaxial compression tests. Bulletin of Engineering Geology and the Environment 26, Vol. 78, p.5467–5482. https://doi.org/10.1007/s10064-019-01482-6

  11. Alaa H. J. Al-Rkaby, Z.M.S. Alafandi., 2015, Size effect on the unconfined compressive strength and modulus of elasticity of limestone rock.  Electronic Journal of Geotechnical Engineering, Vol. 20, p. 1393-1401.

  12. V. Shalamanov, M. Shabdanov., 2020, The influence of the ratio of dimensions of rock samples on their tensile strength. Vth International Innovative Mining Symposium, E3S Web of Conferences 174:01041. https://doi.org/10.1051/e3sconf/202017401041

  13. Song, H., Jiang, Y., Elsworth, D., Zhao, Y., Wang, J., & Liu, B. (2018). Scale effects and strength anisotropy in coal. International Journal of Coal Geology, 195, 37-46. https://doi.org/10.1016/j.coal.2018.05.006

Authors

M.M. Aliev, Doctor, Professor, Almetyevsk State Oil Institute

2, Lenin st., Almetyevsk, 423450, Russian Federation

Е-mail: aliev@agni-rt.ru

 

Z.F. Ismagilova, Candidate of Technical Sciences, Assistant Professor, Almetyevsk State Oil Institute

2, Lenin st., Almetyevsk, 423450, Russian Federation

Е-mail: iiii.iskandar@inbox.ru

 

N.N. Burmistrova, Senior Lecturer,

2, Lenin st., Almetyevsk, 423450, Russian Federation

Е-mail: nataliyavika@yandex.ru

 

E.A. Sozontova, Postgraduate student of the Department «Oil and Gas Transportation and Storage», Almetyevsk State Oil Institute

2, Lenin st., Almetyevsk, 423450, Russian Federation

Е-mail: sozontova2608@mail.ru

For citation:

M.M. Aliev, Z.F. Ismagilova, N.N. Burmistrova, E.A. Sozontova Vlijanie razmerov obrazca gornoj porody na anizotropiju prochnostnyh svojstv [Influence of rock sample size on anisotropy of strength properties]. Neftyanaya Provintsiya, No. 2(30), 2022. pp. 88-97. DOI https://doi.org/10.25689/NP.2022.2.88-97. EDN LGRAVP (in Russian)

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   © M.M. Aliev, Z.F. Ismagilova, N.N. Burmistrova, E.A. Sozontova, 2022
       This is an open access article under the Creative Commons Attribution 4.0 License (https://creativecommons.org/licenses/by/4.0/)

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