INFLUENCE OF THE RAMMING CONTACT SURFACE SHAPE ON THE STRESS-STRAIN STATE OF COMPACTED SOIL

Authors

  • Petr Stepanovich Poyta Brest State Technical University
  • Nikolai Nikolaevich Shalobyta Brest State Technical University
  • Tatiana Petrovna Shalobyta Brest State Technical University
  • Anastasia Andreevna Chetyrbok Brest State Technical University

DOI:

https://doi.org/10.36773/1818-1112-2022-128-2-41-46

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, Brest State Technical University, Brest, Republic of Belarus.

Nikolai Nikolaevich Shalobyta, Brest State Technical University

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

Anastasia Andreevna Chetyrbok, Brest State Technical University

Student of the Faculty of Civil Engineering, group A-44, 4th year student, Brest State Technical University, Brest, Republic of Belarus.

Published

2022-07-20

How to Cite

(1)
Poyta, P. S.; Shalobyta, N. N.; Shalobyta, T. P.; Chetyrbok, A. A. INFLUENCE OF THE RAMMING CONTACT SURFACE SHAPE ON THE STRESS-STRAIN STATE OF COMPACTED SOIL. Вестник БрГТУ 2022, 41-46.

Issue

Section

Civil and Environmental Engineering

Most read articles by the same author(s)