Nonlinear Calculation of Soils Compaction on the Structures with Heavy Rammers
- Authors: Mkrtychev O.V.1, Abelev M.Y.2, Savenkov A.Y.1
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Affiliations:
- Moscow State University of Civil Engineering
- Higher School of Economics
- Issue: No 6 (2025)
- Pages: 38-43
- Section: Articles
- URL: https://modernonco.orscience.ru/0044-4472/article/view/688280
- DOI: https://doi.org/10.31659/0044-4472-2025-6-38-43
- ID: 688280
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Abstract
The method of soil compaction with heavy rammers was proposed by Professor Abelev Yu.M. in 1948. Later this method under the name “Russian rammers” was applied in France (since 1953), and later in other countries. However, despite the widespread application of this method, there are still no methods for calculating soil compaction of various origins with certain strength and deformation characteristics. The developed methodology of nonlinear calculation of the foundation during compaction with heavy rammers is presented. For this purpose numerical calculation methods using explicit schemes of equation systems integration are applied to modeling of nonlinear compaction processes.
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About the authors
O. V. Mkrtychev
Moscow State University of Civil Engineering
Author for correspondence.
Email: mkrtychev@yandex.ru
Doctor of Sciences (Engineering)
Russian Federation, 26, Yaroslavskoe Hwy, Moscow, 129337M. Yu. Abelev
Higher School of Economics
Email: mkrtychev@yandex.ru
Doctor of Sciences (Engineering)
Russian Federation, 20, Myasnitskaya St., Moscow, 101000A. Yu. Savenkov
Moscow State University of Civil Engineering
Email: anton.savenkov86@internet.ru
Engineer
Russian Federation, 26, Yaroslavskoe Hwy, Moscow, 129337References
- Abelev M.Y., Abelevа A.M., Averin I.V., Chunyuk D.Y., Almazov A.A. Osobennosti stroitel’stva na lessovykh prosadochnykh pri zamachivanii gruntakh [Features of construction on loess subsidence during soil soaking]. Moscow: ASV. 2023. 144 p. ЕDN: UPAWCW
- Chunyuk D.U., Kopteva O.V., Selviyan S.M. Determination of characteristics of compacted sandy and clay soils using field and laboratory methods. Novye Tekhnologii v Stroitel’stve. 2023. Vol. 9, Iss. 4, pp. 183–193. (In Russian). ЕDN: FAXMCY. https://doi.org/10.24412/2409-4358-2023-4-183-193
- Akter M.J., Aslam M., Manan A., Asif M., Shah S.Z.A., Hassan A. Soil compaction and classification analysis for enhanced load-bearing capacity in construction. European Journal of Theoretical and Applied Sciences. 2025. Vol. 3. No. 1, pp. 83–99. ЕDN: HSHVPN. https://doi.org/10.59324/ejtas.2025.3(1).07
- Wang X., Li J., Li J., Zhang J., Ma G. Advanced intelligent compaction strategy for subgrade soil considering heterogeneous database. Journal of Rock Mechanics and Geotechnical Engineering. 2024. Vol. 16. No. 11, pp. 1–15. ЕDN: OHUCEQ. https://doi.org/10.1016/j.jrmge.2024.11.029
- Jasim A.F., Kareem K.R. Geotechnical-electrical evaluation of soil compaction parameters, south of Baqubah city. Iraqi Geological Journal. 2023. Vol. 56. No. 2D, pp. 187–201. https://doi.org/10.46717/igj.56.1D.12ms-2023-4-21
- Mkrtchyov O.V., Novozhilov Y.V., Savenkov A.Yu. Impact of a heavy object on an underground structure when falling onto the ground surface. Stroitel’naya Mekhanika Inzhenernykh Konstruktsiy i Sooruzheniy. 2021. Vol. 17. No. 4, pp. 425–438. (In Russian). ЕDN: DKRKTJ. https://doi.org/10.22363/1815-5235-2021-17-4-425-438
- Evans W., Jonson D., Walker M. An Eulerian approach to soil impact analysis for crashworthiness applications. International Journal of Impact Engineering. 2016. Vol. 91, pp. 14–24. https://doi.org/10.1016/j.ijimpeng.2015.12.011
- Muyzemnek A.Yu., Boldyrev G.G., Aref’ev D.V. Identification of parameters of soil models. Inzhenernaya Geologiya. 2010. No. 3, pp. 38–43. (In Russian). ЕDN: NCXIWL
- Mkrtychev O.V., Savenkov A.Y. Modelling of blast effects on underground structure. International Journal for Computational Civil and Structural Engineering. 2019. Vol. 15. No. 4, pp. 111–122. ЕDN: OANJAZ. http://dx.doi.org/10.22337/2587-9618-2019-15-4-111-122
- Spravochnik Geotekhnika: Osnovaniya, Fundamenty i Podzemnye Sooruzheniya [Geotechnical handbook: Foundations, substructures and underground structures]. Il’ichev V.A., Mangushev R.A. Moscow: ASV. 2019. 768 p.
- Van Leer B.J. Towards the ultimate conservative difference scheme. V. A second-order sequel to Godunov’s method. Journal of Computational Physics. 1979. Vol. 32. No. 1, pp. 101–136. https://doi.org/10.1016/0021-9991(79)90145-1
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