ANALYSIS OF THE NON-LINEAR METHODS FOR FOUNDATION SETTLEMENT ANESSMENT

Authors

  • Tatiana Petrovna Shalobyta Brest State Technical University
  • Petr Stepanovich Poita Brest State Technical University
  • Petr Vladimirovich Shvedovsky Brest State Technical University
  • Dmitry Nikolaevich Klebanyuk Brest State Technical University

DOI:

https://doi.org/10.36773/1818-1112-2021-126-3-13-16

Keywords:

foundations, soils, foundation settlement, nonlinear calculation methods, foundation depth

Abstract

The article discusses methods for calculating foundation settlement based on various approaches to solutions of the theory of limit equilibrium.
The analysis of foundation settlement calculations in the linear and nonlinear stages of the subsoil reaction according to the Belarusian and Russian
regulatory documents. It has been found that with a critical load equal to 0,85Рu, the calculated draft most fully corresponds to the experimental one.
Thus, when calculating settlement beyond the linearity limit, it is recommended to take into account not the limit load, but 0,85 of its value.

Author Biographies

Tatiana Petrovna Shalobyta, Brest State Technical University

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

 

Petr Stepanovich Poita, Brest State Technical University

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

Petr Vladimirovich Shvedovsky, Brest State Technical University

Ph.D in Engineering, Professor, Professor of the Department of Geotechnics and Transport Communications, Brest State Technical University, Brest, Belarus.

Dmitry Nikolaevich Klebanyuk, Brest State Technical University

Master of Engineering Science, Senior Lecturer of the Department of Geotechnics and Transport Communications, Brest State Technical University, Brest, Belarus.

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Published

2021-12-02

How to Cite

(1)
Shalobyta, T. P.; Poita, P. S.; Shvedovsky, P. V.; Klebanyuk, D. N. ANALYSIS OF THE NON-LINEAR METHODS FOR FOUNDATION SETTLEMENT ANESSMENT. Вестник БрГТУ 2021, 13-16.

Issue

No. 3(126) (2021): Vestnik of Brest State Technical University

Section

Civil and Environmental Engineering

License

Copyright (c) 2021 Brest State Technical University

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