Preview

Vestnik Rostovskogo Gosudarstvennogo Universiteta Putej Soobshcheniya

Advanced search

Study of the influence of cyclic effects on soil deformation under axisymmetric loading

https://doi.org/10.46973/0201-727X_2024_3_68

Abstract

The work is devoted to the study of deformations of clayey soil samples, as well as the assessment of their accumulation for the conditions of application of multiple cyclic loads under axisymmetric loading conditions, simulating the operation of embankment soils under train effect. The studies were carried out for clayey soil samples in maximally compacted and underconsolidated states, as well as at soil moisture higher than optimal. The obtained dependences were extrapolated for the period of long-term operation by a function of three exponents. This methodology may be in demand when determining the consolidation time and the amount of accumulation of residual deformations of soil engineering structures subjected to cyclic loads and effects.

About the Authors

M. V. Okost
Rostov State Transport University (RSTU)
Russian Federation

Okost Maksim Victorovich, Chair «Survey, design and construction of railways», Candidate of Engineering Sciences, Associate Professor



A. V. Morozov
Rostov State Transport University (RSTU)
Russian Federation

Morozov Andrey Vladimirovich, Chair «Physics», Candidate of Engineering Sciences, Associate Professor



T. V. Suvorova
Rostov State Transport University (RSTU)
Russian Federation

Suvorova Tatiana Vissarionovna, Chair «Higher Mathematics », Doctor of Physical and Mathematical Sciences, Professor



V. L. Shapovalov
Rostov State Transport University (RSTU)
Russian Federation

Shapovalov Vladimir Leonidovich, Chair «Track and Track Facilities», Doctor of Engineering Sciences, Associate Professor



References

1. Ashpiz, E. S. The subgrade with axial loads of 27 tons / E. S. Ashpiz, V. V. Vinogradov // Track and track facilities. – 2019. – No. 12. – P. 22–25. – ISSN 0131-5765.

2. Modeling of long-term train loads impacts on subgrade soils: a review / V. Yavna, V. Shapovalov, M. Okost [et al.] // International Journal of Transportation Science and Technology. – 2023. – Т. 12, No. 3. – P. 729–752.

3. Sidorova, E. A. The occurrence of residual deformations of the roadbed and their impact on traffic safety / E. A. Sidorova, V. O. Pevzner, I. M. Anisina // Bulletin of the Joint Scientific Council of JSC Russian Railways. – 2021. – No. 5–6. – P. 35–40. – ISSN 2304-9642.

4. The model of deformability of soil foundation of a railway track when passing a large number of trains with different loads / A. V. Anisin, I. M. Anisina, S. S. Nadezhin [et al.] // Issues of atomic science and technology. – Series : Mathematical modelling of physical processes. – 2021. – No. 4. – Р. 67–75. – ISSN 2414-0171.

5. Zhu, S. Elastoplastic modeling of cyclic behavior of natural structured clay with large number of cycles / S. Zhu, R.–P. Chen, Z.–Y. Yin // Transporta-tion Geotechnics. – 2021. – URL: https://doi.org/10.1016/j.trgeo.2020.100448 (date of access: 01.09.2024).

6. Kudasheva, M. I. Comparison of the Mohr – Coulomb model and the hardening soil model in the Plaxis software package / M. I. Kudasheva, S. V. Kaloshina // Modern technologies in con-struction. Theory and practice. – 2017. – Issue. 2. – P. 87–95.

7. Mirny, A. Yu. Mechanical models of hardening soil and soft soil – areas of application / A. Yu. Mirny, A. Z. Ter-Martirosyan // Geotechnics. – 2017. – No. 1. – ISSN 2221-5514.


Review

For citations:


Okost M.V., Morozov A.V., Suvorova T.V., Shapovalov V.L. Study of the influence of cyclic effects on soil deformation under axisymmetric loading. Vestnik Rostovskogo Gosudarstvennogo Universiteta Putej Soobshcheniya. 2024;(3):68–78. (In Russ.) https://doi.org/10.46973/0201-727X_2024_3_68

Views: 10

JATS XML


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 0201-727X (Print)