STRESS-STRAIN STATE IN THE BASE OF DAMPS WHEN TRANSFER TO THE GROUND OF A UNIFORMLY DISTRIBUTED LOAD OF DIFFERENT INTENSITY

Authors

  • Petr Stepanovich Poyta Brest State Technical University
  • Nikolai Nikolaevich Shalobyta Brest State Technical University https://orcid.org/0000-0002-8379-8948
  • Tatiana Petrovna Shalobyta Brest State Technical University

DOI:

https://doi.org/10.36773/1818-1112-2023-130-1-56-59

Keywords:

foundation base, soil bearing capacity, stress-strain state, soil compaction, ramming

Abstract

There have been carried out numerical studies and analysis of the stress-strain state of soil foundation for various ramming base shapes: flat, convex and concave under static load.

Author Biographies

Petr Stepanovich Poyta , Brest State Technical University

Doctor of Technical Sciences, Professor of the Department of Geotechnics and Transport Communications of the Brest State Technical University, Brest, Republic of Belarus.

Nikolai Nikolaevich Shalobyta, Brest State Technical University

Ph.D in Engineering, Associate Professor, Associate Professor of the Department of Building Constructions, Vice-Rector for Research of the Brest State Technical University, Brest, Republic of Belarus.

Tatiana Petrovna Shalobyta, Brest State Technical University

Ph.D in Engineering, Associate Professor of the Department of Concrete Technology and Building Materials of the Brest State Technical University, Brest, Republic of Belarus.

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Published

2023-03-24

How to Cite

(1)
Poyta , P. S.; Shalobyta, N. N.; Shalobyta, T. P. STRESS-STRAIN STATE IN THE BASE OF DAMPS WHEN TRANSFER TO THE GROUND OF A UNIFORMLY DISTRIBUTED LOAD OF DIFFERENT INTENSITY. Вестник БрГТУ 2023, 56-59.

Issue

No. 1(130) (2023): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

Copyright (c) 2023 Brest State Technical University

Creative Commons License

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

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