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Strength and Deformability of Brittle Polycrystalline Materials in Triaxial Stress-State State

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Power Technology and Engineering Aims and scope

The strength and deformability of brittle polycristalline materials (rock, cement, gypsum) in triaxial stress-strain state are analyzed. It is shown that the strength of such materials increases. The subcritical and postcritical stress-strain curves for polycristalline materials are presented.

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References

  1. E. G. Gaziev, A. S. Morozov, and V. B. Shaganyan, “Studying the strength and deformability of hard-rock samples in triaxial stress state,” Sb. Nauch. Trudov Gidroproekta, 95, 83 – 93 (1984).

    Google Scholar 

  2. E. Gaziev, A. Morozov, and V. Chaganian, “Comportement sous contraintes expérimental des roches et déformations triaxiales,” Rev. Française Géotech., No. 29, 43 – 48 (1984).

  3. E. Gaziev, “Criterio de resistencia para rocas y materiales fragiles policristalinos,” in: Segunda Conferencia MagistralRahl J. Marsal,” Sociedad Mexicana de Mecanica de Rocas, Mexico (1996).

  4. E. Gaziev and V. Levchuk, “Studying the behavior of brittle polycrystalline materials in subcritical stress-strain state,” in: Proc. 11th Russian Conference on Rock Mechanics [in Russian], St. Petersburg (1997), pp. 103 – 114.

  5. E. Gaziev and V. Levtchouk, “Strength characterization for rock under multiaxial stress states,” in: 9th Int. Congr. of the ISRM, Paris (1999), pp. 101 – 106.

  6. E. G. Gaziev, “Strength of rubble in triaxial stress-strain state,” Gidrotekhn. Stroit., No. 11, 2 – 7 (2013).

  7. N. I. Bezukhov, Fundamentals of the Theory of Elasticity, Plasticity, and Creep [in Russian], Vysshaya Shkola, Moscow (1961).

    Google Scholar 

  8. M. Takahashi and H. Koide, “Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m,” in: Proc. ISRM-SPE Int. Symp.Rock at Great Depth,” Pau, France (1989), pp. 19 – 26.

  9. N. S. Parate, “Critere de rupture des roches fragiles,” Ann. l’Inst. Tech. Batiment Travaux Publ., Issue 253, 149 – 160 (1969).

  10. Z. T. Bieniawski, “Deformational behaviour of fractured rock under multiaxial compression,” in: M. Te’eni (ed.), Structure, Solid Mechanics and Engineering Design. Part 1, Wiley-Interscience, London (1971), pp. 589 – 598.

    Google Scholar 

  11. Rogun HPP Construction Project. Powerhouse Cavern Complex. Siltstone Rock Characterization from Laboratory Tests. Appendices, Coyne et Bellier-Electroconsult Consortium (2015).

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Correspondence to É. G. Gaziev.

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Translated from Gidrotekhnicheskoe Stroitel’svo, No. 12, December 2016, pp. 2 – 8.

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Gaziev, É.G. Strength and Deformability of Brittle Polycrystalline Materials in Triaxial Stress-State State. Power Technol Eng 51, 40–45 (2017). https://doi.org/10.1007/s10749-017-0780-5

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  • DOI: https://doi.org/10.1007/s10749-017-0780-5

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