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Soil Mechanics and Foundation Engineering

, Volume 56, Issue 4, pp 253–257 | Cite as

The Study of the Anisotropy of Gravel Soils Under Conditions of Stabilometrical Tests

  • L. N. Rasskazov
  • A. S. Bestuzheva
  • A. B. AbduloevEmail author
EXPERIMENTAL INVESTIGATIONS
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Results are presented of test studies of the compressibility of pebble-gravel soils in triaxial compression instruments that make it possible, by contrast with uniaxial compression instruments, to estimate the strain anisotropy of soil. The dependence of the coefficient of strain anisotropy on the acting stress is presented.

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References

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    M. V. Korolev, System Innovations in Research Techniques of Mechanical Properties of Soils, FGBUN IPRIM RAN, Moscow (2018).Google Scholar
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    L. N. Rasskazov, A. V. Radzinskii, and A. B. Abduloev, "Deformation anisotropy of pebble-gravel soils," Osn. Fundam. i Mech. Gruntov, No. 4, 6-9 (2018).CrossRefGoogle Scholar
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    GOST 12248-2010. Soils. Methods for the Laboratory Determination of the Characteristics of Strength and Deformability, Intergovernmental Council on Standardization, Metrology, and Certification (MGS), Moscow (2011).Google Scholar
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    O. Zienkiewicz, The Finite Element Method in Engineering [Russian translation], Izd. Mir, Moscow (1975).Google Scholar

Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2019

Authors and Affiliations

  • L. N. Rasskazov
    • 1
  • A. S. Bestuzheva
    • 1
  • A. B. Abduloev
    • 1
    Email author
  1. 1.National Research Moscow State University of Civil Engineering (NIU MGSU)MoscowRussia

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