A model of prognosis of immersion of a pile into the soil during its compaction

Authors

  • Evgeny L. Pankratov * Nizhny Novgorod State Agrotechnical University, 97 Gagarin avenue, Nizhny Novgorod, 603950, Russia.

https://doi.org/10.48314/jcase.vi.65

Abstract

In this paper we present a model of pile driving into soil during its compaction. Based on the model we analyzed the pile depth and the possibility of its control. We also presented an analytical approach for prognosis of the introduced model. The approach gives a possibility to take into account changes of parameters in space and time, as well as the nonlinearity of the considered processes.

Keywords:

Pile driving into soil, Process model, Analytical approach of analysis

References

  1. [1] Voronina, G. B. S. (2017). Factors affecting the efficiency of full-strength tubular pile. Grounds and foundations, underground structures. https://unistroy.spbstu.ru/en/article/2017.54.9/
  2. [2] Rao, P., & Cui, J. (2014). Numerical simulation of compaction effect induced by pile driving adjacent to slope [presentation] (pp. 455–461). https://doi.org/10.1061/9780784413425.046
  3. [3] HAVRYLIUK, O., KASHOIDA, O., & Zhuk, V. (2024). Simulation the interaction of a pile with the soil using a nonlinear mathematical model with a modified Mohr–Coulomb strength criterion. Bases and foundations, 43–54. https://doi.org/10.32347/0475-1132.49.2024.43-54
  4. [4] Ainun Musir, A., & Ghani, A. N. A. (2014). A study of pile driving effects on nearby building. International journal of geomate, 6, 806–810. https://doi.org/10.21660/2014.11.3287
  5. [5] Kacprzak, G., & Nowak, P. (2023). Influence of Load–Settlement Relationship of Intermediate Foundation Pile Group on Numerical Analysis of a Skyscraper under Construction. Sustainability, 15, 3902. https://doi.org/10.3390/su15053902
  6. [6] Abdel-Rahman, S. (2011). Vibration associated with pile driving and its effects on nearby historical structures. Proceedings of imac-xx: conference & exposition on structural dynamics. https://b2n.ir/zh1200
  7. [7] Zhanibek, Y. (2025). Bulletin of Shakarim University. Technical Sciences. https://doi.org/10.53360/2788-7995
  8. [8] Busov, V. L. (n.d.). On the Relationship of the Discrete Model of the Nuclei of Linear and Planar Defects and the Continuum Models of Defects in Crystalline Materials. https://doi.org/10.4236/am.2020.119056
  9. [9] Pankratov, E. L. (2021). On approach for prognosis the movement of a car in the framework of a two-dimensional model. International journal of applied mathematics and machine learning, 15(2), 12–34. https://doi.org/10.18642/ijamml_710012242
  10. [10] Korn, G., & Korn, T. (1974). Handbook of Mathematics for scientists and engineers. Moscow: Nauka.

Published

2025-11-05

Issue

Vol. 2 No. 4 (2025): Journal of Civil Aspects and Structural Engineering

Section

Articles

How to Cite

Pankratov, E. L. (2025). A model of prognosis of immersion of a pile into the soil during its compaction. Journal of Civil Aspects and Structural Engineering, 2(4), 266-275. https://doi.org/10.48314/jcase.vi.65

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